Varia

Literature on Cone Penetration Testing

Net area AN

a = AN/AT b = (AL-Au) I A, 9c = Fe/AT qT = FCONE TIP / AT = 9c + U ( I -a) f = F /A

C S S

fT = FSLEEVE /A,= fc - (u AL - uuA) IA

f CONE TIP

Estimation of foundation settlements in sand from CPT Robertson,PK American Society of Civil Engineers, ASCE. Geotechnical Special Publication 27, 1991 , s 764-775

In situ testing and its application to foundation engineering Robertson,PK Canadian Geotechnical Journal, 1986, vol 23 , nr 4, s 573-594

ln-situ stress determination in sands using pe devices Robertson,PK British Columbia University. Civil Engineer nics Series; 99 , 1986, 22 s

Soil classification using the " Robertson,PK Canadian Geotechnical T s 151-158

Swedish Geotechnical Institute

D SGI Literature Service 2

Preface 3 Literature 4 Author index 46 More on SGI Literature Service 55

Swedish Geotechnical Institute

ISSN 1100-6692 ISRN SGI-VARIA--95/441-SE

± _____~1 LITERATURE ON CONE PENETRATION TESTING

Assists in keeping you up to date with • Geotechnical literature from the whole world -

concerning everything from piles to energy and environmental applications

• Standards, rules and specifications

• Organisations and companies

• Future courses and conferences

Our service • The Accession List - with the latest geotechni

cal literature in the SGI library. Free of charge

• Literature retrievals - in our own and other relevant databases

• Loans - providing loans and copies

• Inquiries - answering questions as the Swedish geotechnical information centre

Our tools • The SGI library - Sweden's central library in

the area of geotechnology with 90,000 documents

SGILINE Accessible through

• SGILINE - our own database containing more than 45,000 documents

• External databases in Sweden and abroad

• The geotechnicians of the SGI - 50 experienced research and consulting engineers with knowledge of your problem

• Vast network of contacts - with Swedish and foreign research organisations

SGILINE - Contents • Foundation & Reinforcement • Soil & Rock Mechanics • Properties of Soil & Rock • Site Investigations • Environmental Geotechnics • Geology • Snow and Ice Mechanics,

Energy, Building Materials etc

SGILINE - Language

26% 25 % 20 % 7% 7% 7%

8%

70 % of the material is written in English

the Swedish Institute of Building Documentation, Byggdok

Through the co-operation with the Swedish Institute of Building Documentation, Byggdok, in

Stockholm, the literature database of the SGI, SGILINE, is accessible as a part of the Byggdoksystem, where its completes the existing databases concerning the built-up environment. Consequent

ly, you can make your ovm literature retrievals in SGILINE.

Do you want to know how you gain access to the Byggdok-system - call or fax Mrs Inger Hellden,

Byggdok, phone: +46-8-617 74 50, fax: +46-8-617 74 60.

2

sf;_i_________________________S_G_IL_I_N_E_-_S_G_I_L_IT_ERA_T_U_RE_D_A_TA_B_A_SE

his bibliography contains 782 references to

literature about Cone Penetration Testing.

The bibliography is a summary of publications in

the area of CPT and can be used as a state ofthe

art. The references have been retrieved from the

SGI literature data base, SGILINE. The major part

of the references are to literature published from

197 4 up to the present.

We have spent quite some time trying to make a suitable subject division of the CPT complex only to conclude that it was too great an

achievement. As a consequence, the name of the

authors have been arranged in alphabetical order.

On the pages 46 to 54 you will find an index of the

names of all the authors with a page reference.

The bibliography is complementary to the Proceedings of CPT'95, consequently no references from the conference are included.

We hope you will find this compilation useful.

3

± LITERATURE ON CONE PENETRATION TESTING ~l=---_------=-:...::.~

Calibration c;>f in situ tests in laboratory and field. Two day seminar at NGI, Oslo, 28-29 January 1988 Norges Geotekniske Institutt, 1988, 1 piirm

Cone penetration testing and experience, St. Louis, Missouri, October 26-30, 1981. Proceedings. Ed.by G.M. Norris and R.D. Holtz American Society of Civil Engineers, 1981, 479 s

CPT - cone penetration test. Kombinerad spetstryckoch portrycksondering. Handledning for faltpersonal Vagverket. Teknik. Geoteknik. Publikation 1992:23, 1992, 31 s

Current practices in ground water and vadose zone investigations. Eds. Nielsen,DM, Sara,MN ASTM. Special Technical Publication. STP 1118, 1992, 431 s

European symposium on penetration testing, ESOPT, Stockholm, June 5-7 1974. Proceedings. Vol. 1-2. (Svensk Byggtjanst), 1. 218 s; 2:1 259 s; 2:2 435 s

European symposium on penetration testing, ESOPT, 2, Amsterdam, 24-27 May 1982. Proceedings. Vol. 1-2. Ed. by A. Verruijt, F.L. Beringen & E.H. De Leeuw (A.A. Balkema), 1. 386 s; 2. s 389-982

European symposium on penetration testing, 2, ESOPT 2, Amsterdam, 1982. Case studies LGM-Medelingen, 1985, nr 91, 33 s

In situ testing and field behaviour. Canadian geotechnical conference, 39, Ottawa, Ontario, August 27-30, 1986. Preprint volume Canadian Geotechnical Society, 1986, 420 s

Kurs i faltundersokningsteknik. Radon, pressometerprovning, trycksondering och portryckmatning Swedish Geotechnical Institute, 1984, /201/ s var pag

Nordisk sonderingsmote i Stockholm den 5-6 oktober 1967. Foredrag och diskussioner Swedish Geotechnical Institute. Sartryck och Preliminara Rapporter 31, 1969, 200 s

Penetration testing 1988. International symposium on penetration testing, 1, ISOPT-1, Orlando, 20-24 March 1988. Proceedings, Vol. 1-2. Ed Ruiter,J,de (A.A. Balkema), 1. 596 s; 2. 1076 s

Penetration testing in the UK. Geotechnology conference organized by the Institution of Civil Engineers and held in Birmingham, 6-8 July 1988. Proceedings (Thomas Telford), 1989, 370 s

Portable, electrical, friction-sleeve, cone, penetrometer. Ed. by J.S. MacGregor (Macsil Pty. Ltd.) 1981, 128 s

Pressuremeter, cone penetrometer, and dilatometer for foundation design, College Station, Texas, August 17-18. Proceedings Texas A&M University 1992

Proceedings of a symposium on site exploration in soft ground using in situ techniques, held May 1-3, 1978 at Alexandria, Virginia. Delon Hampton and Estelle Greenfield, Eds US Department of Transportation. Federal Highway Administration. Report FHWA-TS-80-202 1980, 248 s

Recommended standard for cone penetration tests. Established by the Swedish Geotechnical Society June 15, 1992 Swedish Geotechnical Society. SGF Report 1 :93 E 1993, 26 s

Rekommenderad standard for CPT-sondering. Faststalld av styrelsen for Svenska geotekniska foreningen 1992-06-15 Svenska geotekniska foreningen. SGF Rapport 1 :93 1993, 26 s

Report of the ISSMFE Technical Committee on Penetration Testing of Soils - TC 16 with Reference Test Procedures: CPT - SPT - DP - WST. Ed.: Bergdahl,U Swedish Geotechnical Institute. SGI Information 7 1989, 49 s

Report of the Sub-committee on the penetration test for use in Europe with /recommended standards for the cone penetration test, the dynamic probing test, the SPT test and the weight sounding test/ International Society for Soil Mechanics and Foundation Engineering, 1979, /1979/, /58/ s

Seminar on cone and pressuremeter testing, Sydney, June 2, 1989 University of Sydney. Civil and Mining Engineering / Centre for Geotechnical Research, 1989, ea 66 + /20/ s

4

~ SGi SGILINE - SGI LITERATURE DATABASE ~-----------=:....::....:..=:...=:..:..:::.:..:..:..:..:::

In situ testing: new developments Aas,G, Lacasse,S, Lunne,T, Jv[adshus,C NGM-84. Nordiska Geoteknikermotet, Linkoping, Juni 1984. Vol. 2, s 705-716

Use of in situ tests for foundation design on clay Aas,G, Lacasse,S, Lunne,T, Hoeg,K ASCE Geotechnical Special Publication 6, 1986, s 1-30

Practical note on the evaluation of a pile load using cone penetration test results Abdrabbo,FM, A1ahmoud,MA International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 599-605

Strain field around cones in steady penetration Acar,YB, Tumay,MT ASCE. Journal of Geotechnical Engineering 1986, vol 112, nr 2, s 207-213

Penetration testing in tropical laterite and residual soils - Nigerian experience Ajayi,LA, Balogun,LA International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 1, s 315-328

Cone penetration tests on artificially cemented sands Akili, w; Al-Joulini,NMA International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 607-615

Low strain shear modulus by indirect methods Alba,P,de, Benoit,J, Pass,DG, Carter,JJ International conference on soil mechanics and foundation engineering, 13, New Delhi, Jan. 1994. Proceedings, vol. 1 s 173-176

Miniature vane and cone penetation tests during centrifuge flight Almeida,MSS, Parry,RHG ASTM. Special Technical Publication; STP 1014 1988, s 209-219

Small cone penetrometer tests and piezocone tests in laboratory consolidated clays Almeida,MSS, Parry,RHG ASTM Geotechnical Testing Journal, 1985, vol 8, nr 1, s 14-24

Studies of vane and penetrometer tests during centrifuge flight Almeida,MSS, Parry,RHG Cambridge University. Engineering Department. CUED/DSoils; TR 142, 1983, 21 + /33/ s

Tests with centrifuge vane and penetrometer in a normal gravity field Almeida,MSS, Parry,RHG Cambridge University. Engineering Department. CUED/DSoils; TR 141, 1983, 24 + /42/ s

Tests in small calibrated chamber: experimental and numerical analysis Al-Mukhtar,M Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 285-288

Monotonic and cyclic penetration tests in calibrated chamber Al-Mukhtar,M, Robinet,JC, Shahrour,I International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 621-626

Entwicklungen bei Drucksondierungen an Deponiestandorten Amann,P, Beringen,FL, Wollenhaupt,H Geotechnik, 1986, vol 9, nr 3, s 117-124

Pressio-penetrometer for geotechnical surveys on land and offshore Amar,S, Baguelin,F, Jezequel,JF European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 419-423

Self-boring placement method and soft clay investigation Amar,S, Baguelin,F, Frank,R, Jezequel,JF International symposium on soft clay, Bangkok, July 1977. Proceedings, s 337-357

Some problems on the in-situ measurement of the shearing resistancce in fine soils Amar,S, Baguelin,F, Jezequel,JF, Lemasson,H Istanbul conference on soil mechanics and foundation engineering, Istanbul, March/April 197 5. Proceedings, Vol. 2 s 165-182

Utilisation du penetrometre statique dans les laboratoires des ponts et chaussees Amar,S, Baguelin,F, Jezequel,JF, Nazaret,JP Institut Technique du Batiment et des Travaux Publics. Annales: Sols et Fondations, 1976, vol 29, nr 340/132, s 40-45

Quelques applications de I'essai au piezocone Amar,S, Corte,JF, Waschkowski,E International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, August 1989. Proceedings, Vol 1, s 151-152

5

~5v___________________________L_1_TE_R_A_T_U_R_E_O_N_C_o_N_E_P_E_N_ET_R_A_T_IO_N_T_E_S_T_IN_G Essais en place et en laboratoire sur sols coherent: comparaisons des resultats Amar,S, Jezequel,JF Laboratoires des Pants et Chaussees. Bulletin de Liaison 1972, nr 58, s 97-108

Contribution au dimensionnement des fondations superficielles a I'aide de I'essai au penetrometre statique Amar,S, Morbois,A Laboratoires des Pants et Chaussees. Bulletin de Liaison; 141 1986, s 37-43

Essais de penetration des sols et la prevision du comportement des fondations profondes Amar,S, Waschkowski,E Laboratoires des Pants et Chaussees. Bulletin de Liaison; 135 1985, s 85-94

Evaluation of the undrained shear strength from static cone penetration tests in a soft silty clay in Patras, Greece Anagnostopoulos,AG European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 13-14

Exploration, sampling and in-situ testing of soft clay Andresen,A Soft clay engineering. Developments in geotechnical engineering; 20, 1981, s 239-308

Procedures used to obtain soil parameters for foundation engineering in the North Sea Andresen,A, Berre, T, Kleven,A, Lunne, T Marine Geotechnology, 1979, vol 3, nr 3, s 201-266

Penetration tests in liquefiable gravels Andrus,RD, Youd,TL International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, Aug. 1989. Proceedings, Vol. 1, s 679-682

Comparison of SPT, CPT, SV and electrical methods of evaluating earthquake induced liquefaction susceptibility in Ying Kou City during the Haicheng earthquake Arulanandan,K, Yogachandran, C, Meegoda,NJ ASCE Geotechnical Special Publication 6, 1986, s 389-415

New method for evaluating liquefaction potential Arulmoli,K, Arulanandan,K, Seed,HB ASCE. Journal of Geotechnical Engineering 1985, vol 111, nr 1, s 95-114

Analysis of cone penetrometer data Aryani,S, Anderson,LR, Sharp,KD Engineering geology and soils engineering symposium, 19, Pocatello, ID, March-April, 1982. Proceedings, s 125-143

Cone penetration and engineering properties of the soft Orinoco Clay Azzouz,AS, Baligh,lvfM, Ladd,CC BOSS '82. International conference on behaviour of off-shore structures, 3,Cambridge, MA, Aug. 1982. Proceedings, Vol. 1 s 161-180

CPT and DMT testing of highway pavements in Florida Badu-Tweneboah,K, Bloomquist,DG, Ruth,BE, Miley, WG International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 627-633

Density prediction using a static cone penetrometer Baghdadi,ZA, Ghazali,FM, Khan,AM International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 635-641

Penetration testing in glacial till Baker,PJ, Gardener,R Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 223-226

Cone resistance in dry N.C. and O.C. sands Baldi,G, Bellotti,R, Ghionna,VN, Jamiolkowski,M, Pasqualini,E Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 145-177

Stiffness of sands from CPT, SPT and DMT - a critical review Baldi, G, Bellotti,R, Ghionna, VN, Jamiolkowski,M Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 299-305

Cone resistance of a dry medium sand Baldi,G, Bellotti,R, Ghionna, VN, Jamiolkowski,M, Pasqualini,E International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2 s 427-432

Design parameters for sands from CPT Baldi,G, Bellotti,R, Ghionna,VN, Jamiolkows/d,M, Pasqualini,E European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 425-432

6

~_i_________________________S_G_IL_I_N_E_-_S_G_I_L_IT_E_RA_T_U_R_E_D_A_TA_B_A_SE Modulus of sands from CPT's and DMT's Baldi,G, Bellotti,R, Ghionna,VN, Jamiolkowski,ivf, Lo Presti,DCF International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, August 1989. Proceedings, Voll, s 165-170

Seismic cone in Po River sand Baldi,G, Bruzzi,D, Superbo,S, Battaglio,M, Jamiolkowski,M International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 643-650

Theory of deep site static cone penetration resistance Baligh,lvfM Massachusetts Institute of Technology. Civil engineering department. Report; R75-56, 1975, 133 s

Piezocone penetrometer Baligh,NIM, Azzouz,AS, Wissa,AEZ, Martin,RT, 1vforrison,MJ Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 247-263

Pore pressure dissipation after cone penetration Baligh,NIM, Levadoux,JN Massachusetts Institute of Technology. Sea Grant College Program Report; MITSG 80-13, 1980, 367 s

Analysis of wedge penetration in clay Baligh,lvf.M, Scott.RF Geotechnique, 1976, vol 26, nr 1, s 185-208

Quasi-static deep penetration in clays Baligh,i\11vf, Scott.RF ASCE. Geotechnical Engineering Division. Journal 1975, vol 101, nr GTl 1, s 1119-1133

Cone penetration in soil profiling Baligh,NIM, Vivatrat, V, Ladd, CC ASCE. Geotechnical Engineering Division. Journal 1980, vol 106, nr GT4, s 447-461

Exploration and evaluation of engineering properties for foundation design of offshore structures Baligh,NIM, Vivatrat,V, Ladd,CC Massachusetts Institute of Technology, 1979, 267 s

In situ measurements in a marine clay Baligh,A1lvf, Vivatrat, V International conference on behaviour of off-shore structures, 2, (Boss '79), London, Aug. 1979. Proceedings, Vol. 1, s 151-

Interpretation of CPT's and CPTU's, Part 1-2 Battaglio,M, Bruzzi,D, Jamiolkowski,i'vf, Lancellotta,R, Baldi,G, Bellotti,R, Ghionna,VN International geotechnical seminar on field instrumentation and in- situ measurements, 4, Singapore, Nov. 1986. Proceedings, s 129-156

Considerazioni sulla prova penetrometrica statica nei terreni coesivi saturi Battaglio,M, Jamiolkowski,M, Lancellotta,R, Pasqualini,E Convegno Italiano di Geotecnica, 13, Merana 1978 /Preprint of paper/ 12 s

Piezometer probe test in cohesive deposits Battaglio,M, Jamiolkowski,i\1, Lancellotta,R, Maniscalco,R Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 264-302

Digital filtering techniques for interpreting seismic cone data Baziw,EJ ASCE. Journal of Geotechnical Engineering 1993, vol 119, nr 6, s 998-1018

Cone penetration test in sands; Part I: state parameter interpretation Been,K, Crooks,JHA, Becker,DE, Jefferies.MG Geotechnique, 1986, vol 36, nr 2, s 239-249

Critical appraisal of CPT calibration chamber test Been,K, Crooks,JHA, Rothenburg,L International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 651-660

Interpretation of material state from the CPT in sands and clays Been,K, Crooks,JHA, Jefferies.MG Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 215-218

Cone penetration test in sands, 2: General inference of state Been,K, Jefferies.MG, Crooks,JHA, Rothenburg,L Geotechnique, 1987, vol 37, nr 3, s 285-299

Determination of sand strength for limit state design Been,K, Jefferies,MG Dansk Geoteknisk Forening. DGF-Bulletin 10, vol. 1, s 101-110

Towards systematic CPT interpretation Been,K, Jefferies.MG Predictive soil mechanics. Wroth memorial symposium, Oxford, July 1992. Proceedings, 1992, s 121-134

Cone penetration test calibration for Erksak {Beaufort Sea) sand Been,K, Lingnau,BE, Crooks,JHA, Leach,B Canadian Geotechnical Journal, 1987, vol 24, nr 4, s 601-610

Bearing capacity of displacement piles in stiff fissured clays Beer,EE,de, Lousberg,E, Wallays,lvf, Carpentier,R, Jaeger,J,de, Paquay,J I.R.S.I.A. Comptes rendus de recherces, 1977, mars, nr 39, 136 s

192

7

http:Jefferies.MGhttp:Jefferies.MGhttp:Jefferies.MGhttp:Jefferies.MGhttp:Scott.RFhttp:Scott.RF

± _____~1 LITERATURE ON CONE PENETRATION TESTING Statisch sonderen in Vaste kleilagen Beer,EE,de Polytechnisch Tijdschrift. Editie Bouwkunde, Wegen-en Waterbouw, 1978, nr 8, 13 s

Cone penetration test (CPT): International reference test procedure Beer,EE,de, Goelen,E, Heijnen, WJ, Joustra,K International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 1, s 27-51

H steel piles in dense sand Beer,EE,de, Jonghe,A,de, Carpentier,R, Hever,M, Scholtes,P International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2 s 693-698

Analysis of the results of loading tests performed on displacement piles of different types and sizes penetrating at a relatively small depth into a very dense sand layer Beer,EE,de, Lousberg,E, Jonghe,A,de, Carpentier,R, Wallays,M Conference on recent developments in the design and construction of piles, London, March 1979. Proceedings s 199-211

Partial safety factors in pile bearing capacity Beer,EE,de, Lousberg,E, Jonghe,A,de, Wallays,M, Carpentier,R International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 1 s 105-110

Scale effects in results of penetration tests performed in stiff clays Beer,EE,de, Lousberg,E, Walleys,M, Carpentier,R, Jaeger,J,de, Paquay,J European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 105-114

Draagvermogen van stalen liggerpalen Beer,EE,de, Scholtes,P, Carpentier,R Rijksinstituut voor Grondmechanica, 1982, 126 s

Computation of the load/settlement behaviour of HPbearing piles Beer,EE,de, Weber,L International deep foundation conference, 2, Luxembourg, May 1987. Preprint volume, s 109-115

Influence of excavation on soil strength below excavation level Begemann,HKSP European conference on soil mechanics and foundation engineering, 6, Vienna, Austria, March 1976. Proceedings, Vol. 1.2, s 613-616

Cone penetration tests, pile bearing capacity and the thesis of Rollberg Begemann,HKSP European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 433-438

Design, construction and use of a calibration chamber Bellotti,R, Bizzi, G, Ghionna, VN European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 439-446

Saturation of sand specimen for calibration chamber tests Bellotti,R, Crippa, V, Pedroni,S, Ghionna, VN International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 661-671

Deformation characteristics of cohesionless soils from in situ tests Bellotti,R, Ghionna, VN, Jamiolkowski,M, Lancellotta,R, Manfredini,G ASCE Geotechnical Special Publication 6, 1986, s 47-73

Evaluation of sand strength from CPT Bellotti,R, Ghionna, VN, Jamiolkowski,M, Manassero,M, Pas qua lini,E International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 2 s 195-203

Shear strength of sand from CPT Bellotti,R, Ghionna, VN, Jamiolkowski,M, Lancellotta,R, Robertson,PK International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, August 1989. Proceedings, Vo! 1, s 179-184

Design parameters of cohesionless soils from in situ tests Bellotti,R, Ghionna, VN, Jamiolkowski,M, Robertson,PK Transportation Research Record 1235, 1989, s 45-54

Influence of rate of penetration on static cone resistance values in Connecticut River Valley varved clay Bemben,SM, Myers,DA European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 33-34

Settlement of shallow foundations in sands selection of stiffness on the basis of penetration resistance Berardi,R, Jamiolkowski,M, Lancellotta,R American Society of Civil Engineers, ASCE. Geotechnical Special Publication 27, 1991, s 185-200

Latest developments in static cone penetrometers and other soil testing equipment (on land - offshore) Berg,AP, van den European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 447-455

8

7

~__________________________S_G_I_L_IN_E_-_S_G_I_L_IT_E_R_AT_U_R_E_D_A_T_A_BA_S_E

New generation of highly sophisticated, static cone penetrometers, soil sampling - and auxiliary equipment for in situ soil investigation Berg,AP,van den Budapest conference on soil mechanics and foundation engineering, 6, Budapest, Oct. 1984. Proceedings s 287-295

Summary of the actual state of affairs and latest developments in seabed static cone penetrometering Berg,AP, van den Danube-European conference on soil mechanics and foundation engineering, 7, USSR, Kishinev, Sept. 1983. Vol. 1 s 39-48

European standard on penetration testing - a necessity Bergdahl,U Sondierungen und in situ Messungen. Berichte eines Symposiums, Wien, Juni 1979, s 87-98

Sonderingsftirsok i Amsterdam 1981-1982 Bergdahl,U Swedish Geotechnical Institute. SGI Varia; 110, 1982, 20 s

Sonderingsteknikens utveckling i Sverige - en redovisning av metodernas utveckling och forekommande utvarderingsmetoder Bergdahl,U Swedish Geotechnical Institute. SGI Varia; 166, 1986, 27 s

Bestamning av jordegenskaper med sondering - en litteraturstudie Bergdahl, U, Eriksson, U Swedish Gcotechnical Institute. SGI Rapport; 22 1983, 96 s

Soil characteristics from penetration test results: A comparison between various investigation methods in non-cohesive soils Bergdahl, U, Ottosson,E International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 1, s 399-405

Use of penetrometers in Sweden Bergdahl,U Swedish Geotechnical Institute. SGI Varia; 21, 1980, /24/ s

Settlement of a ring foundation using cone data Bhushan,K, Boniadi,F International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 681-686

Correlations between the results of sounding and laboratory tests for Rhineland silt and their use for calculations for foundation design Biedermann,B European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 1, s 239-243

Statistical comparison between the results of dynamic and static penetrometers for Rhineland silt Biedermann,B European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 1, s 235-238

Vergleichende Untersuchungen mit Sonden in Schluff. Diss Biedermann,B Aachen Technische Hochschule. Forschungsberichte aus Bodenmechanik und Grundbau. Heft; 9, 1984, 217 s

Modified penetrometer for cone and specific resistance of soils measurements Borowczyk,M European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 47-50

Determination of in-situ soil parameters by use of radiometric methods, sounding test and pressuremeter Borowczyk,M, Frankowski,Z Danube European conference on soil mechanics and foundation engineering, 5, Bratislava, Sept. 1977. Proceedings, Vol. 1, s 51-64

Dynamic and static sounding results interpretation Borowczyk,M, Frankowski,Z International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2 s451-454

Physico-mechanical properties of weak soils determined by field methods Borowczyk,M, Frankowski,Z Archiwum Hydrotechniki, 1975, vol 22, nr 3/4, s 367-388

Finite element analysis of static penetration test Borst,R,de, Vermeer,PA European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 457-462

Possibilities and limitations of finite elements for limit analysis Borst,R,de, Venneer,PA Geotechnique, 1984, vol 34, nr 2, s 199-210

Cone penetration technology for subsurface characterization Bowders,JJ, Daniel,DE Geotechnical News, 1994, vol 12, nr 3, s 24-29

Summary report of the workshop on advancing technologies for cone penetration testing for geotechnical and geoenvironmental site characterization, Austin, Texas, June 14-15, 1994 Bowders,JJ, Daniel,DE University of Texas. Civil Engineering, 1994, ea /100/ s

9

~~---------------------------L_t_TE_RA_T_U_R_E_O_N_C_o_N_E_P_E_N_ET_RA_T_IO_N_T_E_S_T_IN_G Soil disturbance from pile driving in sensitive clay Bozozuk,M, Fellenius,BH, Samson,L Canadian geotechnical conference, 30, Saskatoon, Oct. 1977. Proceedings, s VIIll-VIII24

Use of the piezocone test for monitoring the strength of rock paste Braithwaite,PA, Ghataora,GS, Coutts,JS Penetration testing in the UK Geotechnology conference, Birmingham, July 1988. Proceedings, s 161-166

Interpretation of Dutch cone tests in soft Bangkok clay Brand,EW, Moh,ZC, Wirojanagud,P European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 51-58

Evaluation of the load-deformation relationship for piles using data from penetration testing Bredenberg,H, Hintze,S International conference on foundations and tunnels, 2, London, Sept., 1989. Proceedings, Vol. 1, 1989, s 161-167

Predictions of pile behaviour from Dutch cone soundings in Bangkok clay Brenner,RP, Panichpatananon,S European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 463-468

Evaluation of cone penetration test methods using 98 pile load tests Briaud,JL International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 687-697

Driven then pushed minicone tests in a sand chamber Briaud,JL, Khalaf,K American Society of Civil Engineers, ASCE. Geotechnical Special Publication 38, 1993, s 14-26

Cone penetrometer test Briaud,JL, Miran,J US Department of Transportation. Federal Highway Administration FHWA- SA-91-043, 1992, 161 s

Coefficient of variation of in situ tests in sand Briaud,JL, Tucker,I.M Probabilistic characterization of soil properties: Bridge between theory and practice, Atlanta, GA, May 1984. Proceedings, s 119-139

Behavior of piles and pile groups in cohesionless soils Briaud,JL, Tucker,L, Lytton,RL, Coyle,HM US Department of Transportation. Federal Highway Administration. Report; FHWA/RD-83/038, 1985, 217 s

Penetration tests Broms,BB Franki International Technology. FIT Report; 2/87, 1987, 29 s

History of soil penetration testing Broms,BB, Flodin,N International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 1, s 157-220

Analysis of cone resistance 'qc' and sleeve friction 'fs' as interactive stresses, resulting in a new pile bearing capacity design method Broug,NWA European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 469-478

Establishment of in-situ horizontal stress in granular material using local friction (cpt) as governing parameter Broug,NWA European conference on soil mechanics and foundation engineering, 10, Florence, May 1991. Proceedings, vol. 1 s 23-26

Determination of stress state of clays by piezocone. Diss Brown,DN Georgia Institute of Technology. Civil and Environmental Engineering, 1993, 168 s

Diagraphies et les essais de mecanique des sols en place Bru,J, Ledoux,JL, Menard,], Waschkowski,E International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 1 s 25-32

Underwater static penetrometer Bruzzi,D International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 2 s 223-226

Advanced static penetrometer Bruzzi,D, Cestari,F European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 479-489

Effect of pore pressure on point resistance using electrical cones in soft clay Bruzzi,D, Cestari,F International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 2 s 227-230

Design of friction piling in Mississippi embayment sands using cone penetrometer Buhr,CA, Houghton,LE, Leonard,RJ European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 487-492

Investigation of railroad subgrade properties Bukoski,RF, Selig,ET Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 228-246

10

sf,--=1=--________________________S_G_IL_I_N_E_-_S_G_I_L_IT_ERA_T_U_R_E_D_A_TA_B_A_SE Calcul d'un pieu visse moule dans une argile plastique Bustamante,lvf, Gianeselli,L, Cambier,JC Laboratoires des Ponts et Chaussees. Bulletin de Liaisonl983, nr 127, s 53-65

Calcul de la capacite portante des pieux a partir des essais au penetrometre statique Bustamante,M, Gianeselli,L Laboratoires des Ponts et Chaussees. Bulletin de Liaisonl983, nr 127, s 73-80

Design of auger displacement piles from insitu tests Bustamante,lvf, Gianeselli,L International geotechnical seminar on deep foundations on bored and auger piles, BAP 2, 2, Ghent, Belgium, June 1993. Proceedings, s 21-34

Pile bearing capacity prediction by means of static penetrometer CPT Bustamante,Jvf, Gianeselli,L European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 493-500

Prevision de la capacite portante des pieux isoles sous charge verticale Bustamante,M, Gianeselli,L Laboratoires des Ponts et Chaussees. Bulletin de Liaisonl981, nr 113, s 83-108

Ability of in situ testing to assess ground treatment Butcher,AP, McE!meel,K Conference on engineered fills '93, Newcastle upon Tyne, Sept. 1993. Proceedings, s 529-540

Investigation of a plane strain continuous penetration problem Butterfield,R, Andrawes,KZ Geotechniquel 972, vol 22, nr 4, s 597-617

Continuous penetration testing in granular materials. A new analyticalsolution Butterfield,R, Last,NC International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 2 s 231-239

Considerations on safety of piled raft foundations Calle,EOF, Heijnen, WJ European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 501-506

Interpretation of seismic cone data using digital filtering techniques Campanella,RG, Baziw,EJ, Sully,JP International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, August 1989. Proceedings, Vol. 1, s 195-198

Preliminary evaluation of Menard pressuremeter, cone penetrometer and standard penetration tests in the lower Mainland, British Columbia Campanella,RG, Berzins, WE, Shields,DH British Columbia University. Civil Engineering. Soil Mechanics Series; 40, 1979, 52 s

Seismic piezocone: A practical site investigation tool Campanella,RG, Davies,MP Geophysical characterization of sites. Ed.: Woods,RD, 1994, s 49-55

Geoenvionmental subsurface site characterization using in-situ soil testing methods Campanella,RG, Davies,MP, Boyd, T J, Everard,JL International congress on environmental geotechnics, 1, Edmonton, Alberta, July, 1994. Proceedings, s 153-159

Pore pressures during cone penetration testing Campanella,RG, Gillespie,D, Robertson,PK European symposium on penetration testing, 2, ES OPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 507-512

Evaluation of cone pressuremeter tests in soft cohesive soils Campanella,RG, Howie,JA, Sully,JP, Robertson,PK International symposium on pressuremeters, 3, Oxford, April, 1990. Proceedings, s 125-13 5

New approach to measuring dilatancy in saturated sands Campanella,RG, Kokan,lv[J ASTM. Geotechnical Testing Journal1993, vol 16, nr 4, s 485-495

11

5Q___________________________L_1_TE_R_A_r_u_R_E_o_N_C_o_N_E_P_E_N_ET_R_A_T_1o_N_T_E_s_r_1N_G~ In situ testing of seabottom sediments, Tuktoyaktuk area, N.W.T. Campanella,RG, Kwfurst,PJ In situ testing and field behaviour. Canadian geotechnical conference, 39, Ottawa, Aug, 1986. Preprint volume s 237-242

Applied cone research Campanella,RG, Robertson,PK Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 343-362

Current status of the piezocone test Campanella,RG, Robertson,PK International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 1, s 93-116

Seismic cone penetrometer to measure engineering properties of soil Campanella,RG, Robertson,PK British Columbia University. Civil Engineering, Soil Mechanics Series; 83, 1984, 9 s

Use of in situ tests in pile design Campanella,RG, Robertson,PK, Davies,MP, Sy,A International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, August 1989. Proceedings, Voll, s 199-203

Cone penetration testing in deltaic soils Campanella,RG, Robertson,PK, Gillespie,D Canadian Geotechnical Journal, 1983, vol 20, nr 1, s 23-35

Factors affecting the pore water pressure and its measurement around a penetrating cone Campanella,RG, Robertson,PK, Gillespie,D In situ testing and field behaviour. Canadian geotechnical conference, 39, Ottawa, Aug, 1986. Preprint volume s 291-299

ln-situ testing in saturated silt, (drained or undrained?) Campanella,RG, Robertson.PK, Gillespie,D Geotechnical aspects of non-textbook soils. Canadian geotechnical conference, 34, Fredericton, NB, Sept-Oct. 1981, s 5.2.1-5.2.14

Seismic cone penetration test Campanella,RG, Robertson.PK, Gillespie,D ASCE Geotechnical Special Publication 6, 1986, s 116-130

Recent developments in in-situ testing of soils Campanella,RG, Robertson,PK, Gillespie,D, Grieg,J International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug, 1985. Proceedings Vol. 2, s 849-854

Piezometer-friction cone investigation at a tailings dam Campanella,RG, Robertson.PK, Gillespie,D, Klohn,EJ Canadian Geotechnical Journall, 984, vol 21, nr 3, s 551-562

Seismic cone penetration testing in the Beaufort Sea Campanella,RG, Robertson.PK, Gillespie,D, Laing,N, Ku,jurst,P J British Columbia University. Department of Civil Engineering. Soil Mechanics Series nr 95/96, 1987, 18 s

Seismic cone penetration testing in the near offshore of the MacKenzie Delta Campanella,RG, Robertson,PK, Gillespie,D, Laing,N, Ku,jurst,P J Canadian Geotechnical Journal, 1987, vol 24, nr 1, s 154-159

Piezometer-friction cone investigation at a tailings dam Campanella,RG, Robertson,PK, Klohn,EJ, Gillespie,D British Columbia University. Civil Engineering. Soil Mechanics Series; 50, 1982, 24 s

Guidelines for using the CPT, CPTU and Marchetti DMT for geotechnical design, Vol. 1-4 Campanella,RG, Robertson,PK, Schmertmann,JH Schmertmann and Crapps, Inc 1988, 1: 82 s; 2: 198 + /131/ s; 3: ea 300 s /var pag/; 4: 140 s

Seismic cone analysis using digital signal processing for dynamic site characterization Campanella,RG, Stewart, WP Canadian Geotechnical Journal, 1992, vol 29, nr 3, s 477-486

Low strain dynamic characteristics of soils with the downhole seismic piezocone penetrometer Campanella,RG, Stewart, WP, Roy,D, Davies,MP American Society for Testing and Materials, ASTM. Special technical publication STP 1213, 1994, s 73-87

Research and development of a lateral stress piezocone Campanella,RG, Sully,JP, Greig,JW, Jolly,G Transportation Research Record 1278, 1990, s 215-224

Interpretation of piezocone soundings in clay - a case history Campanella,RG, Sully,JP, Robertson,PK Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 203-208

Development and use of an electrical resistivity cone for groundwatercontamination studies Campanella,RG, Weemees,I Canadian Geotechnical Journal, 1990, vol 27, nr 5, s 557-567

Cone penetration test for site characterization Campanella,RG, Wickremesinghe,DS, Echezuria,HJ International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, August 1989. Proceedings, Voll, s 205-210

12

http:Robertson.PKhttp:Robertson.PKhttp:Robertson.PKhttp:5.2.1-5.2.14http:Robertson.PK

~~-------------------------S_G_I_L_IN_E_-_S_G_I_L_IT_E_R_AT_U_R_E_D_A_T_A_BA_S_E Friction-cone penetration testing in alluvial clays Cancelli,A, Guadagnini,R, Pellegrini,M European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 513-518

Surpression interstitielle de foncage mesuree au minipiezocone dans un sable Canou,J, Dupla,JC, Domtieux,L European conference on soil mechanics and foundation engineering, 11, Copenhagen, May-June 199 5. Proceedings, vol. 1. The interplay between geotechnical and engineering geology. Danish Geotechnical Society. DGF Bulletin 11, s 1.37-1.42

Mini piezocone (M-CPTU) investigation related to sand liquefaction analysis Canou,J, El Hachem,M, Kattan,A, Juran,! International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2s 699-706

Relationship between the cone resistance and the undrained shear strength of stiff fissured clays Carpentier,R European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2s 519-528

Interpretation of overconsolidation ratio from in situ tests in Recent clay deposits in Singapore and Malaysia Chang.MF Canadian Geotechnical Journal, 1991, vol 28, nr 2, s 210-225

Interpretation of static penetration tests in sand Chapman,GA, Donald,IB International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2s 455-458

Time-dependent cone penetration resistance due to blasting Charlie, WA, Rwebyogo,lvfFJ, Doehring,DO ASCE. Journal of Geotechnical Engineering, 1992, vol 118, nr 8, s 1200-1215

Analytical methods to predict pile capacities Cheeks,JR ASTM Special Technical Publicationl978, nr 670, s 199-208

Piezocone evaluation of undrained shear strength in clays Chen,BS, Mayne,PW Southeast Asian geotechnical conference, 11, SEAGC, Singapore,May 1993. Proceedings, s 91-98

Profiling the overconsolidation ratio of clays by piezocone tests Chen,BS, Mayne,PW Georgia Institute of Technology. School of Civil and Environmental Engineering. Report GIT-CEEGEO-94-1, 1994, 279 s

Implications of observed deformations during cone penetration Chen,PK, Bassett,RH Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 251-256

New classification chart for soft soils using the piezocone test Cheng-hou,Z, Greeuw,G, Jekel,J, Rosenbrand, W Engineering Geology, 1990, vol 29, nr 1, s 31-47

Characterizing spatial variability of a clay by geostatistics Chiasson,?, Lajleur,J, Soulie,A1, Law,KT Canadian Geotechnical Journal, 1995, vol 32, nr 1, s 1-10

Interpretation of piezocone data after partially drained penetration Chin,CT, Crooks,JHA, Enriquez,AS, Hu,IC Southeast Asian geotechnical conference, 11, SEAGC, Singapore,May 1993. Proceedings, s 99-103

SPT-CPT correlations for granular soils Chin,CT, Duann,SW, Kao,TC International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 1, s 335-339

Piezocone testing on Bangkok subsoils Chokechai Ukritchon Asian Institute of Technology. AIT Thesis No GT-92-2, 1992, 156 s

Density changes of sand on cone penetration resistance Chong,MK International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2s 707-714

Site investigation. A handbook for engineers Clayton,CRI, Simons,NE, Matthews,MC (Granada) 1982, 424 s

Analysis: Prediction of pile capacity using the cone penetration test Corson, W!vf Air Force Institute of Technology, 1989, 187 s

Comparison of field consolidation with laboratory and in situ tests Crawford, CB, Campanella,RG Canadian Geotechnical Journal, 1991, vol 28, nr 1, s 103-112

Penetration testing in Switzerland Crettaz,P, Zeindler,H European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 133-136

Applications of the Dutch cone penetrometer for investigation of bridge foundation Crichton,AJ, Wissenden,AF Symposium /on/ in-situ testing for design parameters, Parkville, Nov. 1975. Papers - technical notes, 3 s

13

http:Chang.MFhttp:1.37-1.42

± _____~1 LITERATURE ON CONE PENETRATION TESTING CPT interpretation in clays Crooks,JHA, Been,K, Becker,DE, Jefferies,MG International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 715-722

Penetration testing in Sweden Dahlberg,R European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 115-131

Modern cone penetration testing vehicle Davidson,JL, Bloomquist,DG ASCE Geotechnical Special Publication 6, 1986, s 502-513

Deformations in sand around a cone penetrometer tip Davidson,JL, Mortensen,RA, Barreiro,D International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2, s 467-470

Cone penetration test experience at Locks and Dam No. 26 Davidson,RR, Perez,JY Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 394-412

Settlement predictions using piezocone Davie,JR, Senapathy,H, Murphy, W American Society of Civil Engineers, ASCE. Geotechnical Special Publication 40, 1994, s 818-829

Studies with centrifuge vane and penetrometer apparatus in a normal gravity field Davies,MCR, Almedia,MSS, Pany,RHG ASTM Geotechnical Testing Journal, 1989, vol 12, nr 3, s 195-203

Determination of shear strength and soil modulus from CPT and other insitu tests Dayal,U European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 529-534

Effect of penetration rate on the strength of remoulded clay and sand samples Dayal, U, Allen,JH Canadian Geotechnical Journal, 1975, vol 12, nr 3, s 336-348

Note of friction ratio Dayal, U, Allen,JH Canadian Geotechnical Journal, 1975, vol 12, nr 4, s 524-526

Evaluation and analysis of electric cone penetrometer test results Dayal, U, Jain,SK Indian Geotechnical Journal, 1981, vol 11, nr 4, s 345-369

Developments of electrical penetrometer for site investigations Dayal, U, Suppiah,A International symposium on in situ testing of soils and rocks and performance of structures, Roorkee, Dec. 1979. Vol. 1 s 405-410

Theoretical analysis of the cone penetration test in sands Simone,P,de, Golia,G International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 729-735

Predicted and measured behavior of displacement piles in residual soils Decourt,L, Niyama,S International conference on soil mechanics and foundation engineering, 13, New Delhi, Jan. 1994. Proceedings, vol. 2 s 477-486

CPT and shear strength of clay Denver,H International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 723-727

Modulus of elasticity for sand determined by SPT and CPT Denver,H European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 1, s 35-40

Settlement calculation for footings on sand Denver,H International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug. 1985. Proceedings, Vol. 4, s 2183-2190

CPT offshore rig Denver,H, Riis,H Nordiske geoteknikermode, NGM-92, 11, Aalborg, maj 1992. Artikler, foredrag, generalrapporter og andre bidrag, vol. 2 s 261-266

Influence of the measuring step in discontinuous mechanical penetration tests Depret,MUA European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 551-555

14

7

~__________________________S_G_I_L_IN_E_-_S_G_I_L_IT_E_RA_T_U_R_E_D_A_T_A_BA_S_E

Lithological and stratigraphical interpretation of discontinuous mechanical penetration tests Depret,MUA European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 541-550

Penetration testing in India Desai,MD, Jain,GRS, Saran,S, Jain,PK European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 167-194

Cone penetration data developed for a nuclear power plant siting study Deefulian,H European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 557-560

Contribution to the studies of bearing capacity of marine clays Dias Machado,CF, Bogossian,F, Mello,RN,de, Afuxfeldt,AS, International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug. 1985. Proceedings, Vol. 2, s 1001-1002

Liquefaction potential of fine cohesionless soils using the CPT Diaz-Rodriguez,JA, Armijo-Palacio,G Soils and Foundations, 1991, vol 31, nr 3, s 111-119

Prediction of settlements and bearing capacities of shallow foundations by self-similar penetration Dietrich,T, Holzlohner,U, Lehnert,J European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 561-566

Cone penetration testing and settlement of bridge footings on sands DiMillio,AF /Hand out at the ISOPT-1, March, 1988/ /1988?/, 4 +/10/ s

Study of cone penetration tests in the Singapore marine clay Dobie,MJD International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 737-744

Use of cone penetration tests in glacial till Dobie,MJD Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 219-222

In situ measurement of volatile organic compounds in groundwater by methods coupled to the cone penotrometer Doskey,PV, Aldstadt,JH, Kuo,JM, Constanza,JS, Erickson,i\1D Argonne National Laboratory. Environmental Research Division, 199 5, 8 s

SPT blowcount variability correlated to the CPT Douglas,BJ European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 1, s 41-46

Soil classification using electric cone penetrometer Douglas,BJ, Olsen,RS Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 209-227

Shear strength of cohesive soils and friction sleeve resistance Drnevich,VP, Gorman,CT, Hopkins,TC European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 129-132

Penetration testing in Czechoslovakia Drozd,K, Svasta,M European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 27-32

Influence of penetrometer characteristics on static penetration resistance Durgunoglu,HT, Mitchell,JK European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 133-139

Static penetration resistance of soils, 1: Analysis Durgunoglu,HT, Mitchell,JK Conference on in situ measurement of soil properties, North Carolina State University, Raleigh, NC 1975. Proceedings, Vol. 1, s 151-171

Static penetration resistance of soils, 2: Evaluation of theory and implications for practice Durgunoglu,HT, Mitchell,JK Conference on in situ measurement of soil properties, North Carolina State University, Raleigh, NC 1975. Proceedings, Vol. 1, s 172-189

Penetration testing in Turkey Durgunoglu,HT, Togrol,E European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 137

15

&-i___~..:..:..:.:.:..~1 LITERATURE ON CONE PENETRATION TESTING

Use of the electrical piezocone for mine tailings deposits East,DR, Cincilla, WA, Hughes,JMO, Benoit,J International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 745-750

Penetration testing in Canada Eden,WJ European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 163-166

Tests with UBC seismic cone at three Norwegian research sites Eidsmoen,T, Gillespie,D, Lunne,T, Campanella,RG Norwegian Geotechnical Institute. Report No. 59040-1 1985, ea 130 s

Laboratory and field evaluation of cone penetrometers. Statistical evaluation of CPTs in Holmen sand Eidsmoen,T, Howland,J, Kjesbu,E Norges Geotekniske Institutt. Internal Report; 40015-9, 1985, 36 + /50/ s

Laboratory and field evaluation of cone penetrometers. Statistical evaluation of CPTs in Onsoy sand Eidsmoen,T, Howland,J, Kjesbu,E Norges Geotekniske Institutt. Internal Report; 40015-8, 1986, 43 + /60/ s

NGI har utprovd canadisk trykksonde: Effektiv maling av skjaerbolgehastighet Eidsmoen, T, Lunne, T, Gillespie,D, Campanella,RG Bygg, 1985, vol 33, nr 5, s 27-29

Analysis of piezocone dissipation data using dislocation methods Elsworth,D ASCE. Journal of Geotechnical Engineering, 1993, vol 119, nr 10, s 1601-1623

Dislocation analysis of penetration in saturated porous media Elsworth,D ASCE. Journal of Engineering Mechanics, 1991, vol 11 7, nr 2, s 391-408

Settlement of footings on sand by CPT data Elton.DJ ASCE. Journal of Computing in Civil Engineering, 1987, vol 1, nr 2, s 99-113

Investigating a failed pile load test by subsurface sounding El-Sohby,MA, Elleboudy,AM In situ testing and field behaviour. Canadian geotechnical conference, 39, Ottawa, Aug, 1986. Preprint volume, s 139-141

ECPT investigation of a slurry trench cutoff wall Engemoen,WO, Hensley,PJ ASCE Geotechnical Special Publication 6, 1986, s 514-528

Geophysical system combining electrical resistivity and spontaneous potential for detecting, delineating, and monitoring slope stability Erchul,RA, Noble,DF Virginia Transportation Research Council, 1991, 163 s

Site investigation through penetration tests Ergun,MU European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 1, s 257-262

Comment on the use of the electrical friction cone penetrometer Ervin.MC Symposium /on/ in-situ testing for design parameters, Parkville, Nov. 1975. Papers - technical notes, 3 s

Development of electric static cone penetration testing in Great Britain from 1972-1992 Erwig,H Ground Engineering, 1993, vol 26, nr 2, s 30-32, 34

Cone penetrometer testing in the UK Erwig,H, Swain,CW Civil Engineering, 1982, Sept, s 27-28,31

Penetration testing in Spain Escario,V European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 107-113

Cone penetrometer use Evans,B Civil Engineeringl981, May, s 32,34,36

16

http:Ervin.MChttp:Elton.DJ

~G..,,_it__________:_:_:_:_:__----=---=--:...::..:..:..:.:..-=-==-~ '1. SGILINE - SGI LITERATURE DATABASE

Comparison of pressuremeter and piezocone methods of determining the coefficient of consolidation Fahey,M, Goh,AL International symposium on pressuremeter and its new avenues, 4, Sherbrooke, May 1995. Proceedings, s 153-160

Analyses statistiques comparees de penetrometres, scissometres et pressiometres auto-foreurs Favre,JL International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 2, s 287-291

Centrifugal model of the cone penetrometer Ferguson,KA, Ko,HY Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 108-127

Probabilistic analysis of cone penetration testing data: Some problems and solutions Ferronsky, VI, Divinsky,ML International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 751-755

Piezocone tests in the Rio de Janeiro soft clay deposit Filho,PR, Alencar,JA International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug, 1985. Proceedings, Vol. 2, s 859-862

Penetration testing in Portugal Folque,J European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 105-106

Correlations between soil parameters and penetration testing results Formazin,J, Hausner,H International conference on soil mechanics and foundation engineering, San Francisco, Aug. 1985. Proceedings, Vol. 2 s 459-463

Seismic soil liquefaction at the waterfront Forrest,JB, Ferritto,JM Civil Engineering Laboratory. Technical Note; N-1555, 1979, 55 s

Seismic soil liquefaction studies Forrest,JB, Ferritto,JM, Wu,G Civil Engineering Laboratory. Technical Note; N-1566, 1979, 34 s

Site analysis for seismic soil liquefaction potential Forrest,JB, Ferritto,JM, Wu,G International conference on recent advances in geotechnical earthquake engineering and soil dynamics, St. Louis, MO, April-May, 1981. Vol. 1, s 155-160

Tests in alluvial sand with the PQS probe Franklin,AG, Cooper,SS International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2, s 475-478

Use of 'penetrators' for the measurement of the undrained shear strength of soft marine clays Freeman,TJ Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 241-245

Landslide investigation utilizing electric cone penetration testing French,J, Kropp,A ASCE Geotechnical Special Publication 6, 1986, s 529-544

Standard for interpreting soil penetrometer measurements Fritton,DD Soil Science, 1990, vol 150, nr 2, s 542-551

Waterfront electric cone penetration testing Fuglevand,PF, C!ough,HF, Faris,JR, Brigham,JE ASCE Geotechnical Special Publication 6, 1986, s 546-559

Experimental study of compression moduli obtained by the CPT Gaberc,A, Ajdic,1, Vogrincic,G European conference on soil mechanics and foundation engineering, 11, Copenhagen, May-June 1995. Proceedings, vol. 1. The interplay between geotechnical and engineering geology. Danish Geotechnical Society. DGF Bulletin 11, s 1.121-1.126

Penetration testing in Finland Gardemeister,R, Tammirinne,A1 European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 35-46

17

~ l.JTERAT\JRE ON CONE PENETRATION TESTING ~l____ Suitcase cone system Gardner, WS, Nathan,SV Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 363-382

Static penetration tests and compressibility of soft normally consolidated clays Genevois,R European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 149-156

Statistical analysis of cone penetration testing: An application Ghinelli,A, Vannucchi,G International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 757-769

Cone pressuremeter tests in Po river sand Ghionna,N, Jamiolkowski,M, Pedroni,S, Piccoli,S International symposium on pressuremeter and its new avenues, 4, Sherbrooke, May 1995. Proceedings, s 461-470

Correlation of predicted and measured settlements in full scale loading on sand fill Ghosh,N European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 567-573

Pressuremeter, laboratory and in situ test correlations for soft cohesive soils Giannaros,H, Christodoulias,J International congress, 6, International Association of Engineering Geology, Amsterdam, Aug. 1990. Proceedings, vol. 1, s 371-375

Settlements of two buildings supported on rafts: comparison with predicted settlement calculated from static cone penetrometer data Gielly,J, Lareal,P, Sanglerat,G Conference on settlement of structures, Cambridge, April 1974, s 37-42

Consolidation characteristics from pore pressure dissipation after piezometer cone penetration Gillespie,D, Campanella,RG British Columbia University. Civil Engineering. Soil Mechanics Series; 47, 1981, 17 s

Correlation of static cone resistance with bearing capacity Goel,MC European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 575-579

Various types of penetrometers, their correlations and field applicability Goel,MC European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 1, s 263-270

New guidelines for the use of the inclinometer with the cone penetrationtest Graaf,HC, van de, Jekel,JWA European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 581-584

Performance of deep CPT' s Graaf,HC, van de, Schenk,P International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 1027-1034

Half a century of static cone penetration techniques Graaf,HC, van de, Vermeiden,J LGM-Mededelingen, 1988, 36 + /3/ s

Piezocone and other measurements in an overconsolidated glacial clay Greeuw,G, Schokking,F International congress, 6, International Association of Engineering Geology, Amsterdam, Aug. 1990. Proceedings, vol. 1, s 303-308

Cone penetration tests in dry Oosterschelde sand and the relation with a cavity expansion model Greeuw,G, Smits,FP, Driel,P,van International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 771-776

Finite strain analysis for deep cone penetration Gupta,RC ASCE. Journal of Geotechnical Engineering, 1991, vol 11 7, nr 10, s 1610-1630

Piezoprobe determined coefficient of consolidation Gupta,RC, Davidson,JL Soils and Foundations, 1986, vol 26, nr 3, s 12-22

Large diameter bored piles in non-cohesive soils. Determination of the bearing capacity and settlement from results of static penetration tests {CPT)and standard penetration test {SPT) Gwizdala,K Swedish Geotechnical Institute. SGI Rapport; 26, 1984, 129 + /15/ s

18

~ SGl SGILINE - SGI LITERATURE DATABASE ~-=-----------=:...=..:.=.:...~~

Penetration testing in Federal Republic of Germany Habetha,E European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 59-63

Penetration testing in Denmark Hansen.A European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 33

New approach to determine the shear strength of soft clay Hanzawa,H GEO-COAST '91. International conference on geotechnical engineering for coastal development: Theory and practice on soft ground, Yokohama, Japan, Sept., 1991. Proceedings, vol. 1, s 23-28

Case study of the application of direct shear and cone penetration tests tosoil investigation, design and quality control of peaty soils Hanzawa,H, Kishida,T, Fukasawa,T, Asada,H Soils and Foundations, 1994, vol 34, nr 4, s 13-22

Determination of representative CPT-parameters Harder,H, Bloh,G,von Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 237-240

Penetration testing in Netherlands Heijnen,WJ European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 79-83

Integration of continuous seismic profiling in geotechnical investigations off the Belgian coast Henriet,FP, Bastin,A, Rouck,J,de 7th International harbour congress, Antwerp, May 1978. Papers, s 1.18/1-13

Shear wave velocity measurements during penetration testing Hepton,P Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 275-278

Factors influencing the interpretation of in situ strength tests in insensitive low plasticity clays Hight,DW, Gens.A, Campos,TMP,de, Takahashi,M BOSS '82. International conference on behaviour of off-shore structures, 3, Cambridge, MA, Aug. 1982. Proceedings, Vol. 2, s 438-450

Determination of deformation and shear strength parameters for sands using the electrical friction-cone penetrometer Holden.JC Nordisk Geoteknikermode i Kobenhavn 22.-24.5. 1975. Foredrag, s 627-643

Penetration testing in Australia Holden,JC European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 155-162

Pressuremeter and cone penetration testing Holden,JMW Ground Engineering, 1988, vol 22, nr 4, s 8-16

Microcomputer design of piles using CPT tests Holeyman,A, Wauthier,J, Montoisis,B Franki International Technology. FIT Report; 4/88, 1988, 8 s

Use of cone penetration testing to obtain environmental data Horsnell,MR Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 289-294

Comparison of predicted and observed pile capacity Horvitz,GE, Stettler,DR, Crowser,JC Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 413-433

Calibration of the cone pressuremeter in sand Houlsby,GT Calibration of in situ test in laboratory and field. Seminar at NGI, Oslo, Jan. 1988, Session 4: /17/ s

Calibration chamber tests of a cone penetrometer in sand Houlsby,GT, Hitchman,R Geotechnique, 1988, vol 38, nr 1, s 39 - 44

Development of the cone pressuremeter Houlsby,GT, Nutt,NRF Predictive soil mechanics. Wroth memorial symposium, Oxford, July 1992. Proceedings, s 359-377

Interpretation of shear moduli from cone pressuremeter tests in sand Houlsby,GT, Schnaid,F Geotechnique, 1994, vol 44, nr 1, s 147-164

19

http:Holden.JC

$ __________________________L_IT_E_R_AT_U_R_E_O_N_C_o_N_E_P_E_N_E_T_RA_T_I_O_N_T_E_S_T_IN_G Analysis of piezocone in clay Houlsby,GT, Teh,CI International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 777-783

Analysis of the cone pressuremeter test in clay Houlsby,GT, Withers,NJ Geotechnique, 1988, vol 38, nr 4, s 575-587

Determination of undrained strengths by cone penetration tests Houlsby,GT, Wroth,CP European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 585-590

Use of penetration tests in geotechnical survey of sludge beds Hrazdilova,I European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982.Proceedings, Vol. 2, s 591-594

Cone penetration of partially saturated sands Hryciw,RD, Dowding.CH ASTM Geotechnical Testing Journal, 1987, vol 10, nr 3, s 135-141

CPT and DMT in evaluation of blast-densification of sand Hryciw,RD, Dowding.CH International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 1, s 521-526

Strain-path analyses for arbitrary three-dimensional penetrometers Huang,AB International Journal for Numerical and Analytical Methods in Geomechanics, 1989, vol 13, nr 5, s 551-564

Analyses of laterally loaded drilled shafts using in situ test results Huang,AB, Lutenegger,AJ, Islam,MZ, Miller,GA Transportation Research Record 1235, 1989, s 60-67

Analytical study of cone penetration tests in granular material Huang,AB, Ma,MY Canadian Geotechnical Journal, 1994, vol 31, nr 1, s 91-103

Calculation of bearing capacity for precast pile by SCPT and equipment used Huang,SM European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 595-598

Quantifizierung von Sondierergebnissen zur Bestimmung von Bodenkennwerten Hubacek,H Geotechnik, 1986, vol 9, nr 4, s 206-213

Automated stratigraphic classification of CPT data Huijzer,GP International congress, 6, International Association of Engineering Geology, Amsterdam, Aug. 1990. Proceedings, vol. 1, s 309-315

Lateral stress measurement during cone penetration Huntsman,SR, Mitchell,JK, Klejbuk,LW, Shinde,SB ASCE Geotechnical Special Publication 6, 1986, s 617-634

Untersuchungen zur Auswertung von Drucksondierungen Ihle,F Geotechnik1995, vol 18, nr 2, s 65-73

Evaluation of deformation and bearing capacity parameters of foundations, from static CPT-results Impe, WF, van International geotechnical seminar on field instrumentation and in- situ measurements, 4, Singapore, Nov. 1986. Proceedings, s 51-70

Considerations on the effects of installation on the displacement auger pile capacity Impe, WF, van, Peiffer,H, Haegeman, W International conference on deep foundations, Paris, March, 1991. Proceedings, s 319-327

Statistical evaluation of simple rheological CPT data Imre,E European conference on soil mechanics and foundation engineering, 11, Copenhagen, May-June 1995. Proceedings, vol. 1. The interplay between geotechnical and engineering geology. Danish Geotechnical Society. DGF Bulletin 11, s 1.155-1.160

Rheological tests with cone penetrometer Imre,E, Tarcsai,GY, Gyor.ffo,J, Csizmas,F International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, August 1989. Proceedings, Vo! 1, s 239-242

Application of statistical methods to the interpretation of cone tests and use in subsequent design Ims,BW, Toolan.FE Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 231-236

20

http:Toolan.FEhttp:Dowding.CHhttp:Dowding.CH

± _____~1 SGILINE - SGI LITERATURE DATABASE Investigation of shear strength of slurry clay Inoue,T, Tan,TS, Lee,SL Soils and Foundations, 1990, vol 30, nr 4, s 1-10

Static cone tests and settlement of calcareous desert sands Ismael,NF, Jeragh,AM Canadian Geotechnical Journal, 1986, vol 23, nr 3, s 297-303

Cone resistance and liquefaction strength of sand Iwasaki,K, Tanizawa,F, Zhou,SG, Tatsuoka,F International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 785-791

Comparison of electric piezocone tips at the Bothkennar test site Jacobs,PA, Coutts,JS Geotechnique, 1992, vol 42, nr 2, s 369-375

Quick soil surveys by improved penetrometers Jain,AK, Jain, VK International symposium on in situ testing of soils and rocks and performance of structures, Roorkee, Dec. 1979. Vol. 1, s 131-135

Micro-computer based data acquisition system for the cone penetration test Jaksa,AfB, Kaggwa, WS Adelaide University. Civil and Environmental Engineering. Research Report Rl 16, 1994, 31 s

Penetration resistance and liquefaction of sands Jamiolkowski,M, Baldi, G, Bellotti,R, Ghionna, V, Pasqualini,E International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug, 1985. Proceedings, Vol. 4, s 1891-1896

New correlations of penetration tests for design practice Jamiolkowski,lvi, Ghionna, VN, Lancellotta,R, Pasqualini,E International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 1, s 263-296

Design parameters for soft clays Jamiolkowski,M, Lancellotta,R, Afarchetti,S, Nova,R, Pasqualini,E European conference on soil mechanics and foundation engineering, 7, Brighton, Sept. 1979. Proceedings, General reports, s 1.1-1.12

Undrained strength from CPT Jamiolkowski,lvf, Lancellotta,R, Tordella,L, Battaglio,M European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 599-606

Effective stress interpretation of in situ static penetration tests Janbu,N, Senneset,K European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 181-193

Verification of cone resistance - state parameter function in sand strata Jefferies,MG International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 793-804

Use of CPTu to estimate equivalent SPT N60 Jejferies,MG, Davies,lv!P ASTM. Geotechnical Testing Journal, 1993, vol 16, nr 4, s 458-468

Cone penetration testing in the Beafort Sea Jefferies,MG, Funegard,EG Geotech AB24 s

Experience with measurement of horizontal geostatic stress in sand during cone penetration test profiling Jefferies,MG, Jonsson,L, Been,K Geotechnique, 1987, vol 37, nr 4, s 483-498

Characterization of sandfills with the cone penetration test Jefferies,MG, Rogers,BT, Grijjin,Ki\1, Been,K Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 199-202

Wear of the friction sleeve and its effect on the measured local friction Jekel,JWA International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 805-808

Penetration testing applications in China Jian-Xin Yuan International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 1, s 389-395

CPT-sondering i finjord. Olika aspekter pa handhavande av utrustning ochuttolkning av jordparametrar Johannesson,LE Lunds Tekniska Hogskola. Geoteknik. TVGT-1003, 1990, 176 s

21

http:1.1-1.12

~I___________________________L_1T_E_RA_T_u_R_E_o_N_C_o_N_E_P_E_N_ET_R_A_T_1o_N_T_E_s_T_1N_G Statistical analysis of soundings and test results from a silty clay Johannesson,LE International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug, 1985. Proceedings, Vol. 2, s 871-874

In situ measurement of soil properties John,SBP California State Department of Transportation, 1980, 181 s

In situ testing procedures John,SBP California Department of Transportation, 1980, 91 s

Prediction of time for consolidation from sounding Jones,GA International conference on soil mechanics and foundation engineering, 9, Tokyo, July 1977. Proceedinngs, Vol. 1, s 135-136

Piezometer penetration testing - CUPT Jones,GA, Rust,E European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 607-613

Piezometer probe (CUPT) for subsoil identification Jones,GA, Rust,E International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 2, s 303-308

Piezometric probe - a useful investigation tool Jones,GA, Zyl,D,van International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2, s 489-496

Mine tailings characterization by piezometer cone Jones,GA, Zyl,D,van, Rust,E Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 303-324

Comparative measurements on the influence of the cone shape on results of soundings Joustra,K European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 199-204

Results and interpretation of cone penetration test in soils of different mineralogic composition Joustra,K, Gijt,JG,de European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 615-626

Application du penetrometre statique a cone piezoelectrique a la reconnaissance des sols en place Juran,!, Canou,J, Bensaid,A, Te Kamp, W, Tumay,MT International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 2, s 309-315

Soil stratification using the dual-pore-pressure piezocone test Juran,!, Tumay,MT Transportation Research Record 1235, 1989, s 68-78

CPT-Tolkningsprocedurer Jorgensen,M, Denver,H Nordiske geoteknikermiide, NGM-92, 11, Aalborg, maj 1992. Artikler, foredrag, generalrapporter og andre bidrag, vol. 1, s 101-106

In situ estimation of the coefficient of consolidation in clays Kabir,MG, Lutenegger,AJ Canadian Geotechnical Journal, 1990, vol 27, nr 1, s 58-67

New continuous cone penetration test method with a deep-sounding vehicle Kamata,M European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 209-213

Cone resistance in sand by incremental method Karafiath,LL Journal of Terramechanics, 1980, vol 17, nr 2, s 101-113

Field correlation of cone and standard penetration tests Kasim,AG, Chu,MY, Jensen,CN ASCE. Journal of Geotechnical Engineering, 1986, vol 112, nr 3, s 368-372

Efficient soils exploration and testing program Kay,JN Adelaide University. Civil Engineering. Report; R74:l, 1985, 7s

Strength of fine-grained soils using the piezocone Keaveny,JM, Mitchell,JK ASCE Geotechnical Special Publication 6, 1986, s 668-685

Comparison between in situ cone resistance and laboratory strength for overconsolidated North Sea clays Kjekstad,O, Lunne,T, Clausen,CJF Marine Geotechnology, 1978, vol 3, nr 1, s 23-36

22

$ ________________________S_G_IL_I_N_E_-_S_G_I_L_IT_ER_A_T_U_RE_D_AT_A_B_A_SE Effect of the penetration speed and the cone shape on the Dutch static cone penetration test results Kok,L European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 2:2, s 215-220

Penetration testing in Israel Komornik,A European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 185-192

In situ tests in a sand dune Konrad,JM Canadian Geotechnical Journal, 1991, vol 28, nr 2, s 304-309

Piezo-friction-cone penetrometer testing in soft clays Konrad,JM In situ testing and field behaviour. Canadian geotechnical conference, 39, Ottawa, Aug, 1986. Preprint volume, s 243-249

Piezo-friction-cone penetrometer testing in soft clays Konrad,JM Canadian Geotechnical Journal, 1987, vol 24, nr 4, s 645-652

Study of in-situ test methods in deltaic silt Konrad,JM, Bozozuk,M, Law,KT International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug, 1985. Proceedings, Vol. 2, s 879-886

Preconsolidation pressure from piezocone tests in marine clays Konrad,JM, Law,KT Geotechnique, 1987, vol 37, nr 2, s 177-190

Undrained shear strength from piezocone tests Konrad,JM, Law,KT Canadian Geotechnical Journal, 1987, vol 24, nr 3, s 392-405

Ultimate bearing capacity of cones in sand Koumoto,T International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 809-813

Three-dimensional analysis of static cone penetration into clay Kaumoto, T, Kaku,K European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 635-640

CPT's, an excellent aid to determine soil parameters and deviations in the soil profile of the proposed motorway-river crossing near Amsterdam Krajicek,PVS, Kruizinga,J European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 651-654

Use of cone-penetration tests in geological investigation Krajicek,PVS, Lang,FD,de European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 641-650

Time-dependent development of strength in dredgings Krizek,RJ, Salem,AM ASCE. Geotechnical Engineering Division. Journal, 1977, vol 103, nr GT3, s 169-184

PAF tests compared with classic tests in Delft soft soil Kruizinga,J European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 655-659

SPT - CPT correlations Kruizinga,J European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 1, s 91 -94

Investigation into accuracy of spatial variation estimation using static cone penetrometer data Kulatilake,PHSW, Ghosh,A International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 815-821

Cone penetration tests of arctic marine sediments Kurfurst,P J International conference on soil mechanics and foundation engineering, 12, Rio de Janeiro, August 1989. Proceedings, Vo! 1, s 255-258

Electric cone penetrometer - Development and field results from the Canadian Arctic Kurfurst,PJ, Woeller,DJ International symposium on penetration testing, 1, ISOPT-1, Orlando, March 1988. Proceedings, Vol. 2, s 823-829

Calibration chamber studies of piezocone test in cohesive soils Kurup,PU, Voyiadjis,GZ, Tumay,MT ASCE. Journal of Geotechnical Engineering, 1994, vol 120, nr 1, s 81-107

23

$ __________________________L_1T_E_RA_T_U_R_E_O_N_C_o_N_E_P_E_N_E_T_RA_T_1_o_N_T_E_S_T_IN_G

Piezocone tests in sensitive clays in eastern Canada La Rochelle,P, Zebdi,M, Leroueil,S, Tavenas,F, Virely,D International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 831-841

Procedure for deairing the pore pressure probe in the laboratory Lacasse,S Norges Geotekniske Institutt. 40015-6, 1980, /31/ s

In situ characteristics of two norwegian clays Lacasse,S, Jamiolkowski,M, Lancellotta,R, Lunne, T International conference on soil mechanics and foundation engineering, 10, Stockholm, June 1981. Proceedings, Vol. 2, s 507-511

Sensing systems for measuring mechanical properties in ground masses, 3: Vane shear and cone piezometer Lacasse,S, Ladd,CC, Baligh,lvfM US Department of Transportation. Federal Highway Administration. Report; FHWA /RD-81/111, 1982, 153 s

Penetration tests in two Norwegian clays Lacasse,S, Lunne, T European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 661-669

Determination of geotechnical parameters of frozen soils by means of the cone penetration test Ladanyi,B European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 671-678

Use of the static penetration test in frozen soils Ladanyi,B Canadian Geotechnical Journal, 1976, vol 13, nr 2, s 95-110

Sharp cone testing of creep properties of frozen sand Ladanyi,B, Sgaoula,J Canadian Geotechnical Journal, 1992, vol 29, nr 5, s 757-764

Comparaison des essais de penetration effectues avec differents penetrometres statiques ou dynamiques Lareal,P, Sanglerat,G, Gielly,J Institut Technique du Batiment et des Travaux Publics. Annales: Sols et Fondations, 1976, vol 29, nr 34Q/132, s 15-24

Cone penetrometer use on uranium mill tailings Larson,NB, Mitchell,B ASCE Geotechnical Special Publication 6, 1986, s 700-713

CPT-sondering. Utrustning - utforande - utvardering. En in-situ metod for bestamning av jordlagerfoljd och egenskaper i jord Larsson,R Swedish Geotechnical Institute. SGI Information 15, 1992, 80 s

CPT test. Equipment - testing - evaluation. An in situ method for determination of stratigraphy and properties Larsson,R Swedish Geotechnical Institute. SGI Information 15 E, 1995, 80 s

Piezocone test in soft soils Larsson,R European conference on soil mechanics and foundation engineering, 11, Copenhagen, May-June 1995. Proceedings, vol. 1. The interplay between geotechnical and engineering geology. Danish Geotechnical Society. DGF Bulletin 11, s 1.161-1.166

Spaltfilter vid CPT-sondering. Resultat av en studie med speciellt avseende pa spalter fyllda med fett i kombination med vatten i sondens inre halrum Larsson,R Swedish Geotechnical Institute, SGI. Varia 431, 1994, 18 s

Use of new in situ tests in soft soils Larsson,R International conference on soft soil engineering: Recent advances in soft soil engineering, Guangzhou, China, November 8-11, 1993. Proceedings, s 798-803

Evaluation of shear strength in cohesive soils with special reference to Swedish practice and experience Larsson,R, Bergdahl, U, Eriksson,L ASTM Geotechnical Testing Journal, 1987, vol 10, nr 3, s 105-112

Utvardering av skjuvhallfasthet i kohesionsjord Larsson,R, Bergdahl, U, Eriksson,L Swedish Geotechnical Institute. SGI Information; 3, 1984, 28 s

Kalibrering av kombinerade spetstryck-portrycksonder i laboratorium Larsson,R, Eskilson,S Swedish Geotechnical Institute. SGI Varia; 223, 1988, 28 s

Piezocone tests in clay Larsson,R, Mulabdic,M Swedish Geotechnical Institute. SGI Rapport 42, 1991, 240 s

Nyare in situ metoder for bedomning av lagerfoljd och egenskaper i jord Larsson,R, Siillfors,G Swedish Geotechnical Institute. SGI Information; 5, 1987, 64 s

24

~ ~ 'J.. SGILINE - SGI LITERATURE DATABASE ~rG_if----------Penetro-gammadensimeter Ledoux,JL, Menard,J, Soulard,P European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 679-682

Controle in situ du compactage de remblais sous eau Leeuw,EH,de, Silence,P International symposium on soil and rock investigations by insitu testing, Paris, May 18-20, 1983. Proceedings, Vol. 1, s 397-402

Deformability of rock-like materials using a sharp cone test Leite,MH, Ladanyi,B, Gill.DE ASTM. Geotechnical Testing Journal, 1994, vol 17, nr 2, s 195-206

Dynamic compaction of granular soils Leonards,GA, Cutter,WA, Holtz.RD ASCE. Geotechnical Engineering Division. Journal, 1980, vol 106, nr GTl, s 35-44

Settlement of shallow foundations on granular soils Leonards, GA, Frost,JD ASCE. Journal of Geotechnical Engineering, 1988, vol 114, nr 7, s 791-809

Penetrometre a chute libre: Impact et penetration dans des argiles reconstituees Levacher,D Canadian Geotechnical Journal, 1985, vol 22, nr 1, s 129-135

Pore pressures during cone penetration in clays Levadoux,JN, Baligh,lvfM Massachusetts Institute of Technology. Civil Engineering. Publication; R80-l 5, 1980, 310 s

Scale effects in cone penetration tests Lima,DC,de, Tumay,lv!T American Society of Civil Engineers, ASCE. Geotechnical Special Publication 27, 1991, s 38-51

Use of piezocone in the design of a deep basement in London Clay Long,MM, 0 'Riordan,NJ Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 173-176

Penetration testing in Belgium Lousberg,M, Calembert,L, et al European symposium on penetration testing, ESOPT, Stockholm, June 1974. Proceedings, Vol. 1, s 7-17

Division S-6-soil and water management and conservation. A portable constant-rate cone penetrometer Lowery,B Soil Science Society of America. Journal, 1986, vol 50, nr 2, s 412-414

Aspects of penetrometer tests in clay Luger,HJ, Lubking,P, Nieuwenhuis,JD European symposium on penetration testing, 2, ESOPT, Amsterdam, May 1982. Proceedings, Vol. 2, s 683-687

Measuring undrained shear strength using CPT and field vane Luke,K Nordiske geoteknikermode, NGM-92, 11, Aalborg, maj 1992. Artikler, foredrag, generalrapporter og andre bidrag, vol. 1, s95-100

Engineering use of Piezocone data in North Sea clays Lunne, T, Christojfersen,HP, IJelta, TI International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug, 1985. Proceedings, Vol. 2, s 907-912

Interpretation of cone penetrometer data of offshore sands Lunne, T, Christojfersen,HP Norges Geotekniske Institutt. Publikasjon; 156, 1985, 12 s

Correlations between cone resistance and vane shear strength in some Scandinavian soft to medium stiff clays Lzmne, T, Eide, 0, Ruiter,J de Canadian Geotechnical Journal, 1976, vol 13, nr 4, s 430-441

Laboratory and field evaluation of cone penetrometers Lunne,T, Eidsmoen,T, Gillespie,D, Howland,J ASCE Geotechnical Special Publication 6, 1986, s 714-729

Piezocone testing in overconsolidated clays Lunne,T, Eidsmoen,T, Powell,JJM, Quarterman,RST In situ testing and field behaviour. Canadian geotechnical conference, 39, Ottawa, Aug, 1986. Preprint volume, s 209-218

Role of CPT in North Sea foundation engineering Lunne, T, Kleven,A Cone penetration testing and experience, St. Louis, MO, Oct. 1981. Proceedings, s 76-107

SPT, CPT, pressuremeter testing and recent developments on in situ testing, 1-3 Lunne,T, Lacasse,S, Rad,NS, Decourt,L Norges Geotekniske Institutt. Report 591390-1, 1989, /88/ s

Use of cone penetrometer tests to compute penetration resistance of steel skirts underneath North Sea gravity platforms Lunne,T, St John,HD European conference on soil mechanics and foundation engineering, 7, Brighton, Sept. 1979. Proceedings, Vol. 2, s 233-238

25

http:Holtz.RD

~I___________________________L_1T_E_R_A_r_u_R_E_o_N_C_o_N_E_P_EN_E_T_R_A_T_1o_N_T_E_s_r_1N_G Interpretation of piezocone results in overconsolidated clays Lutenegger,AJ, Kabir,MG Penetration testing in the UK. Geotechnology conference, Birmingham, July 1988. Proceedings, s 147-150

Use of penetration tests to predict wick drain performance in a soft clay Lutenegger,AJ, Kabir,MG, Saye,SR International symposium on penetration testing, 1, ISOPT-1, Orlando, Mars 1988. Proceedings, Vol. 2, s 843-848

Use of in situ tests to predict uplift performance of multihelix anchors Lutenegger,AJ, Smith,BL, Kabir,MG ASCE Geotechnical Special Publication 16, 1988, s 93-109

Sattningsuppfoljning av ett plattgrundlagt femvaningshus vid Sodra Hamnen i Lulea Magnusson,O, Yao Yu, Axelsson,K Lulea tekniska hogskola. Forskningsrapport. TULEA, 1994:18, 52 + /8/ s

Palbarhet, baserad pa sonderingsresultat Magnusson,O, Astedt,B, Andersson,H, Holm,G Lulea Tekniska Hogskola. Forskningsrapport. TULEA, 1994:07, 1993, 91 + 102 s

Geotechnical characterization of desiccated clay Mahar,LJ, 0 'Neill,MW ASCE. Journal ofGeotechnical Engineering, 1983, vol 109, nr 1, s 56-71

Cone penetration testing for in-situ evaluation of liquefaction potential of sands Mahmood-Zadegan,B, Juran,!, Tumay,MI American Society of Civil Engineers, ASCE. Geotechnical Special Publication 27, 1991, s 776-787

Fyllning med finkornig jord. Delrapport 2: Packningskontroll Malmborg,BS Lunds Tekniska Hogskola. Geoteknik. Rapport; TVGT-3016 1980, /71/ s

Settlements in a compacted fill of glacial till Malmborg,BS International conference on soil mechanics and foundation engineering, 11, San Francisco, Aug. 1985. Proceedings, Vol. 4, s 1997-2000

Hydraulic conductivity assessment of slurry wall using piezocone test Manassero,M ASCE. Journal of Geotechnical Engineering, 1994, vol 120, nr 10, s 1725-1746

Utilisation du penetrometre statiqu