5
Prof, Dr.-Ing. habil Heinz Konietzlcy Outstanding works 1/2 . Prof. Konietz§ is one of the pioneers in using particle-based approaches to solve rock-mechanical problems. Firstpublication goes backto 1996 togetherwith Peter Cundall and David Potyondy (Cnntlail, P.: Konietzki,, l{.: PotlLrncly" D., { I996); PF{' - t:in uçu*.q í4,-arkre ug /tn" ruru*t'ist:lte tr,lutÍdlir:rwnguru. Dautechnik. ?3/8: 4q2-5t)0). Over the past years his research topics covered rock- and soil-mechanical problems like fracture and damage evolution, mass movements, hydro-mechanical coupled simulations or hydrofrac propagation simulation. r Research in deep geothermal energy: within several big research projects, Prof. Konietz§ is involved in the development of new approaches to create highly effective underground heat exchangers with reduced induced seismicity based on newly developed numerical simulation approaches, lab tests and field observations/measurements. He explained, how multi-fracture system should be designed (e.g. Z*eb, {1.. Konistzky, H. {20 l5\'. ,\inruluÍing tha h3uh'uulit: sti,muíution r$'nulti1tle 7{t: 2h4-272) and has developed procedures to predict vibration velocities due to induced seismicity. . Development of a geogrid-modelling approach based on particle-based clump technology to consider rock-ballast-geogrid interlocking. Teaching of this modelling approach by Prof. Konietz§ at Nottingham University (GB) and University of Illinois (USA) was the basis for dozens of international publications about this topic by researchers worldwide. Through this procedure, first time, the interlocking mechanisms were detected in a quantitative manner (c.g. Konietzky" i t.; sttrlit' ttrtd t,t;rlit: htutling. hlumerical Modeling in Miçtçmechaniçs via Partiçle Methficls" Ilalkenra. pp. l- l I ). Now, this procedure is widely used for dimensioning and product development. Development Development and implementation of subcritical crack growth algorithms into continuum and discontiriüum codes to simulate time-dependent damage evolution , and in brifile rocks (e.g. Konietz,kS.ll.THeÍtenherger. A.: [ieige, M., (200Ç): t,ifb tinte prctíit:liort fie*technica.4:73-7lt or Ch*n, W": Konietzk3,. ll., (201-ti: Sirnululion qf'het*oge nuitlt, çv,3o,r. tlum*gc untí li/btimu ,fitr lo«dr*l ltriíllc rot:ks"'l'*ctonophy'sics {:33: 164-175). These procedures were validated by several special lab tests. Current research is directed to the transfer ofthis approach into engineering practice, like mining, tunneling or underground radioactive waste storage.

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Page 1: ISRM · 2016. 11. 23. · Created Date: 11/22/2016 3:37:37 PM

Prof, Dr.-Ing. habil Heinz Konietzlcy Outstanding works 1/2

. Prof. Konietz§ is one of the pioneers in using particle-based approaches to solverock-mechanical problems. Firstpublication goes backto 1996 togetherwith Peter

Cundall and David Potyondy (Cnntlail, P.: Konietzki,, l{.: PotlLrncly" D., { I996); PF{' - t:in

uçu*.q í4,-arkre ug /tn" ruru*t'ist:lte tr,lutÍdlir:rwnguru. Dautechnik. ?3/8: 4q2-5t)0). Over the past

years his research topics covered rock- and soil-mechanical problems like fractureand damage evolution, mass movements, hydro-mechanical coupled simulations orhydrofrac propagation simulation.

r Research in deep geothermal energy: within several big research projects, Prof.Konietz§ is involved in the development of new approaches to create highlyeffective underground heat exchangers with reduced induced seismicity based onnewly developed numerical simulation approaches, lab tests and fieldobservations/measurements. He explained, how multi-fracture system should be

designed (e.g. Z*eb, {1.. Konistzky, H. {20 l5\'. ,\inruluÍing tha h3uh'uulit: sti,muíution r$'nulti1tle

7{t: 2h4-272) and has developed procedures to predict vibration velocities due toinduced seismicity.

. Development of a geogrid-modelling approach based on particle-based clumptechnology to consider rock-ballast-geogrid interlocking. Teaching of thismodelling approach by Prof. Konietz§ at Nottingham University (GB) andUniversity of Illinois (USA) was the basis for dozens of international publicationsabout this topic by researchers worldwide. Through this procedure, first time, theinterlocking mechanisms were detected in a quantitative manner (c.g. Konietzky" i t.;

sttrlit' ttrtd t,t;rlit: htutling. hlumerical Modeling in Miçtçmechaniçs via Partiçle Methficls"

Ilalkenra. pp. l- l I ). Now, this procedure is widely used for dimensioning and productdevelopment.

DevelopmentDevelopment and implementation of subcritical crack growth algorithms intocontinuum and discontiriüum codes to simulate time-dependent damage evolution

,

and

in brifile rocks (e.g. Konietz,kS.ll.THeÍtenherger. A.: [ieige, M., (200Ç): t,ifb tinte prctíit:liort

fie*technica.4:73-7lt or Ch*n, W": Konietzk3,. ll., (201-ti: Sirnululion qf'het*oge nuitlt, çv,3o,r.

tlum*gc untí li/btimu ,fitr lo«dr*l ltriíllc rot:ks"'l'*ctonophy'sics {:33: 164-175). Theseprocedures were validated by several special lab tests. Current research is directedto the transfer ofthis approach into engineering practice, like mining, tunneling orunderground radioactive waste storage.

Page 2: ISRM · 2016. 11. 23. · Created Date: 11/22/2016 3:37:37 PM

Prof, Dr.-Ing. habil Heinz Konietzky Outstanding works 2/2

Development, construction and use of a worldwide unique dynamic hydro-mechanical coupled big shear box device called GS-1000 (e.g. Konietzky, H.;

Fr{ilrw'irt, T'": Luge, I{.. (2012):,4 nett lurge Llyvllptic t'rtt:knwt:hurtic:al direü slrcar bx deti,ce,

Rock Meçhanír:s Rock Engineering, 4513: 427 -432).

lntegrated approach of stress field modelling and stress measurements: Prof.Konietzky has consequently combined hydrofrac stress measurements and

numerical stress field modelling to obtain reliable stress field information, startingalready in 1991. Through several exceptional field studies he documented the

complexity of in-situ stress fields in rockmasses (e.g. Konietzky, I{.; te Karnp, 1..;

l'{arrrnrer, H.; Niedermeyer. S., (2001): Numerical ntodelling o.f in situ stress coruliíittrts u,ç utr ttidin rouÍe selec,tiort ./izr rnil tunnel,ç irt c'onryilex geologic:til .fLtrnr«Íiotr.t in South {iertrurttt,'"

Conrputers ancl Geosciences. 28: 495-516 ar Konietzky", t{., (2005}: hiunreri«rl :itress.fieldwotlolling ,fitr tuxlergt'arn'rtl sÍntt::lurts, ln: Rock meçhanics rvitlr ernphasis on stress. F,cl.

Rumrnel, F., OrÍbrcl & IIIH Publishing. pp. 55-80).

. Numerical simulations for Opalinus Clay as host rock for radioactive wasterepositories: Since already 1992 Prof. Konietzky is involved in research aboutgeomechanical aspects in using Opalinus Clay as host rock for radioactive wastestorage. His work, mainly done for NAGRA, EU and France covered severaltopics, like constitutive modelling development, data compilation, stress fieldmodelling, HTM-coupled behavior, backfilling and research projects in Mt. Terriand Bure-Site (e.g. Bock, H.l Bliinrling, P.; Konietzky. H.. (2006): Studl; o-/' rhe

engineering disciltline.ç, Bull. Eng. Ceol. Env.. 65: I95-207 or Wileveau. Y.: Come, B.;Konietzky. IL; Lebon. P., (2003): ln situ nvostírentetús and EDZ unalysi,t irttçrticul shdi o.f tlte

Proc. European Commission Cluster Conference on lmpact of llDZ on the perÍi:rmance ofraclicractive *,aste seological repositories. pp.237-241). Basic geomechanical concepts,especially in Súitzerland, are still based to a considerable amount on hiscontributions. He,is still working as senior consultant/expert for NAGRA.

Discontinuu* nl-eri"alsimulation, utth. grain size level: development ofspecialprocedures to consider grain size and grain shape distributions in an explicitmanner by either stochastic'approaches or image analysis to simulate inter- andintra-granular fracturing (e.g.Groh. LJ.; Konietzk"v*, H.; Walter, K.; M, Herbst, (2011):l)«tntrge simulution ofbrittle helerutgene ous trtuíeriill"r at the graiu size level., Thetxetical and

Applied F'racture Mechaniçs" 55: 3l-38 or Tan, X.: Konietzky, H., {2014): Nurueri«tl stttdt,oJç«ristittrt in Biot's crtc.ffit:ient'vr:ith respecí Ío nriu"rssÍrttc,tto's nf"rutcks., Tectonophysics,6l0: 159-

t7 tj.

Page 3: ISRM · 2016. 11. 23. · Created Date: 11/22/2016 3:37:37 PM

Prof. Dr.-Ing. habil. Heinz KonietzlE CV 1/1

Eryertise

Education

Professbnal Eryerience

2005 - Present

1993 - 2005

1991 - 1992

1990 - 1991

t989

t9B7 - 1989

Rock and Soil Mechanics, Mining and Civil Engineering, Waste Management,Numerical Modeling, Rockmechanical lab testing, Tunneling and Mining,Hydrology, Induced Seismicity, Geothermal Energy, Borehole Measurements,Material Science, Process Engineering

Dr.-Ing. habil. fiir Geotechnik (Habilitation, Geotechnics), 2001Dr.-Ing. fiir Geotechnik (Ph.D., Geotechnics), 1989

Dipl.-Ing. flir Geotechnik, 1987

Professor of Rock Mechanics, Technical University Bergakademie Freiberg,Germany

Managing Director of the Geotechnical Institute, Technical UniversityB ergakademie Fr ei b er g, G ermany

Senior Consultant ITASCA

Itasca Consultants GmbH, Bochum and Gelsenkirchen, Germany, Director

Itqsca Consultants SÁ, Orleans, France, Project and Research Engineer

MeSy - GmbH, Bochum, Germany, Project and Research Engineer

Scientific-Technical Centre of the SDAG Wismut, Chemnitz, GermanyProject and Research Engineer

Technical University Bergakademie Freiberg, Geotechnical Institute,Germany, Staff Scientist

Prof. Konietzky is supervisor of PhD students and Post-Doc students from Germany, Austria, Australia,Spain, China, Vietnam, Pakistan, India, Egypt and Nepal (13 already successfully finished, several ofthem awarded). He has given invited lectures and training seminars at several universities and research

centers in Germany, Belgium, France, Austria, China, India and Vietnam. He was keynote speaker athigh-level intemational conferences and is the editor of 2 books and the author of more than 100

international publications. Hp worked as Guest Professor at Tongji University, Shanghai, University ofGeosciences, Beijing and Henan Polytechnic University, Jiaozuo. He is working as reviewer and adviserfor several institutions, for instance for Mining Authorities and Radioactive Waste Organizations inEurope. He is scientific boarâ member of TAML and JRMGE, was core member of FIGES (Federationof Int. Geoengineering Societies) frop 2008-2012 and is member of EGEP (European Geogrid ExpertPanel) since 2007. He is supervisor of three post-doc students, awarded with the Humboldt-Fellowship.Prof. Konietzky is involved in several big research projects §ational, EU, 111-Projects in China etc.).

Prof. Dr.-Ing. habil. Heinz Konietzky

Freiberg, 24.11.2015

Page 4: ISRM · 2016. 11. 23. · Created Date: 11/22/2016 3:37:37 PM

URKI.}NIDE

Im Namen des Freistâates Sachsen

ernenne ich

Hemr ProfessorDr.-Ing. habil. Heinz Konietzlcy

mit V/irkung vom 01. Dezember 2005

unter Berufung in das Beamtenverháltnis auf Lebenszeit

Uni vers itâtspro fe s s or.

I

Dresden, den 0t . November 2005t§*E+-:-

Page 5: ISRM · 2016. 11. 23. · Created Date: 11/22/2016 3:37:37 PM

FREI§TAAT §ACH§EHDie §taatsminieterln für WssenschaÊ und Kunst

Hiermit berufe ich

Herrn

Dr.-lng. habil. Heinz Konie&§

gemâ13 § 42 Abs. 1

§âchsisches Hochsch ulgesetzvom 11. Juni 1999

mit Wirkung vom 1. Dezember 200§

zum

Professorfür

Gebirgs- uÍrd FelsmechaniklFelsbau

. an die-,'

Technischê Universitãt Bergakadsmie Freiberg.

/ FREISTAAT\" SACHS§N o

qeffiDrerden, den ${ . Xovember 200§