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7. REFERENCES Addison, R., Langford, R.L. & Shaw, R. (1988). Resource and reserve definition for offshore materials. In Marine Sand and Gravel Resources of Hong Kong, Proceedings of the Seminar on Marine Sources of Sand (edited by P.G.D. Whiteside & N. Wragge-Morley), Geological Society of Hong Kong, pp 198-202. AGS (1999). Electronic Transfer of Geotechnical and Geoenvironmental Data, Edition 3.1. Association of Geotechnical and Geoenvironmental Specialists. http://www.ags. org.uk/ [date last accessed: 18 March 2007]. AGS-HK (2004a). Ground Investigation Guidelines 04.1 – Site Formation. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong). AGS-HK (2004b). Ground Investigation Guidelines 04.2 – Reclamation. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong). AGS-HK (2004c). Ground Investigation Guidelines 04.3 Deep Excavations. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong). AGS-HK (2004d). Ground Investigation Guidelines 04.4 - Rock Tunnels. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong). AGS-HK (2004e). Ground Investigation Guidelines 04.5 - Landslides. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong). AGS-HK (2005a). Ground Investigation Guidelines 04.6 - Soft Ground Tunnelling. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong). AGS-HK (2005b). Ground Investigation Guidelines 04.7 – Karst in Hong Kong. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong). Anderson, M.G., McNicholl, D.P. & Shen, J.M. (1983). On the effect of topography in controlling soil water conditions with specific regard to cut slope piezometric levels. Hong Kong Engineer, Vol. 11, No. 11, pp 35-41. Anon. (1982). Land surface evaluation for engineering practice. Quarterly Journal of Engineering Geology, Vol. 15, pp 265-316. Anon. (1995). The description and classification of weathered rocks for engineering purposes. Geological Society Engineering Group Working Party Report. Quarterly Journal of Engineering Geology, Vol. 28, pp 207-242. ASTM (1996). Standard Practice for Petrographic Examination of Hardened Concrete. Test Designation C856-95. American Society for Testing Materials. ASTM (2003). Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. Test Designation C535-03e1. American Society for Testing Materials. Au, S.W.C. (1986). Decomposed dolerite dykes as a cause of slope failure. Hong Kong Engineer, Vol. 14, No. 2, pp 33-36. (Corrigendum, Vol. 14, No. 9, pp 24). (Discussion, Vol. 14, No. 5, pp 13, and No. 8, pp 43). Au, S.W.C. (1990). Some observations on horizontal drain flow and piezometric response. Proceedings of the Sixth International Congress of the Association of Engineering Geology, Amsterdam, Vol. 2, pp 1149-1156. B&P (Binnie & Partners) (1976). Report on the slope failures at Sau Mau Ping 25th August 1976. Report on the Slope Failures at Sau Mau Ping, August 1976, Government of Hong Kong, pp 54-104 plus 8 drawings. B&P (1977). Government of Hong Kong Landslide Study Phase IIC - Report on the Stability of Slopes in the Chai Wan Area. Binnie & Partners (Hong Kong) Consulting Engineers for Government of Hong Kong, 64 p. plus 12 Plates, 6 Appendixes and 23 drawings. B&P (1981). Mid-levels Study: Case Histories Subject Report, Po Shan and University Areas. Report to the Geotechnical Control Office by Binnie & Partners, Hong Kong. 2 volumes, 133 p. plus 13 drawings. Bachy Soletanche. (2001). Geophysical Crosshole Survey (Final Report). Contract No. HY/2000/13, Ground Investigation Stage 2, Route 10 - North Lantau to Tsing Lung Tau Section, Highways Department, Hong Kong. Ball T.K., Cameron, D.G., Colman, T.B. & Roberts P.D. (1991). Behaviour of radon in the geological environment: a review. Quarterly Journal of Engineering Geology, Vol. 24, pp 169-182 Bandis, S.C., Sharp, J.C., Schinas, C.A., Hardingham, A.D., Kennington, G.J., & Storry, R. (2000). Design and construction of large span tunnel portals for West Rail. Proceedings of the Conference on Engineering Geology HK 2000, Institution of Mining and Metallurgy, Hong Kong Branch, November 2000, pp 47-61. Barton, N.R. (1990). Scale effects or sampling 254

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  • 7. REFERENCES Addison, R., Langford, R.L. & Shaw, R. (1988).

    Resource and reserve definition for offshore materials. In Marine Sand and Gravel Resources of Hong Kong, Proceedings of the Seminar on Marine Sources of Sand (edited by P.G.D. Whiteside & N. Wragge-Morley), Geological Society of Hong Kong, pp 198-202.

    AGS (1999). Electronic Transfer of Geotechnical and Geoenvironmental Data, Edition 3.1. Association of Geotechnical and Geoenvironmental Specialists. http://www.ags. org.uk/ [date last accessed: 18 March 2007].

    AGS-HK (2004a). Ground Investigation Guidelines 04.1 Site Formation. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong).

    AGS-HK (2004b). Ground Investigation Guidelines 04.2 Reclamation. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong).

    AGS-HK (2004c). Ground Investigation Guidelines 04.3 Deep Excavations. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong).

    AGS-HK (2004d). Ground Investigation Guidelines 04.4 - Rock Tunnels. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong).

    AGS-HK (2004e). Ground Investigation Guidelines 04.5 - Landslides. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong).

    AGS-HK (2005a). Ground Investigation Guidelines 04.6 - Soft Ground Tunnelling. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong).

    AGS-HK (2005b). Ground Investigation Guidelines 04.7 Karst in Hong Kong. Association of Geotechnical and Geoenvironmental Specialists (Hong Kong).

    Anderson, M.G., McNicholl, D.P. & Shen, J.M. (1983). On the effect of topography in controlling soil water conditions with specific regard to cut slope piezometric levels. Hong Kong Engineer, Vol. 11, No. 11, pp 35-41.

    Anon. (1982). Land surface evaluation for engineering practice. Quarterly Journal of Engineering Geology, Vol. 15, pp 265-316.

    Anon. (1995). The description and classification of weathered rocks for engineering purposes. Geological Society Engineering Group Working Party Report. Quarterly Journal of Engineering Geology, Vol. 28, pp 207-242.

    ASTM (1996). Standard Practice for Petrographic

    Examination of Hardened Concrete. Test Designation C856-95. American Society for Testing Materials.

    ASTM (2003). Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. Test Designation C535-03e1. American Society for Testing Materials.

    Au, S.W.C. (1986). Decomposed dolerite dykes as a cause of slope failure. Hong Kong Engineer, Vol. 14, No. 2, pp 33-36. (Corrigendum, Vol. 14, No. 9, pp 24). (Discussion, Vol. 14, No. 5, pp 13, and No. 8, pp 43).

    Au, S.W.C. (1990). Some observations on horizontal drain flow and piezometric response. Proceedings of the Sixth International Congress of the Association of Engineering Geology, Amsterdam, Vol. 2, pp 1149-1156.

    B&P (Binnie & Partners) (1976). Report on the slope failures at Sau Mau Ping 25th August 1976. Report on the Slope Failures at Sau Mau Ping, August 1976, Government of Hong Kong, pp 54-104 plus 8 drawings.

    B&P (1977). Government of Hong Kong Landslide Study Phase IIC - Report on the Stability of Slopes in the Chai Wan Area. Binnie & Partners (Hong Kong) Consulting Engineers for Government of Hong Kong, 64 p. plus 12 Plates, 6 Appendixes and 23 drawings.

    B&P (1981). Mid-levels Study: Case Histories Subject Report, Po Shan and University Areas. Report to the Geotechnical Control Office by Binnie & Partners, Hong Kong. 2 volumes, 133 p. plus 13 drawings.

    Bachy Soletanche. (2001). Geophysical Crosshole Survey (Final Report). Contract No. HY/2000/13, Ground Investigation Stage 2, Route 10 - North Lantau to Tsing Lung Tau Section, Highways Department, Hong Kong.

    Ball T.K., Cameron, D.G., Colman, T.B. & Roberts P.D. (1991). Behaviour of radon in the geological environment: a review. Quarterly Journal of Engineering Geology, Vol. 24, pp 169-182

    Bandis, S.C., Sharp, J.C., Schinas, C.A., Hardingham, A.D., Kennington, G.J., & Storry, R. (2000). Design and construction of large span tunnel portals for West Rail. Proceedings of the Conference on Engineering Geology HK 2000, Institution of Mining and Metallurgy, Hong Kong Branch, November 2000, pp 47-61.

    Barton, N.R. (1990). Scale effects or sampling

    254

    http://www.ags

  • bias. In Scale Effects in Rock Masses, Balkema, Rotterdam (edited by Pino da Cunha), pp 31-55.

    Barton, N.R. (2000). Rock mass classifi cation for choosing between TBM and drill-and-blast or a hybrid solution. Tunnels and Underground Structures, Balkema, Rotterdam, pp 35-50.

    Barton, N.R. & Bandis, S.C. (1990). Review of predictive capabilities of JRC-JCS model in engineering practice. Proceedings of the International Symposium on Rock Joints, Balkema, Rotterdam (edited by N. Barton and O. Stephansson), pp 603-610.

    Barton, N.R. & Choubey, V. (1977). The shear strength of rock joints in theory and practice. Rock Mech. Vol. 10 (1-2), pp 1-54.

    Barton, N.R. & Grimstad, E. (1994). The Q-System following twenty years of application in NMT support selection. Proceedings of the 43rd Geomechanics Colloquy, Salzburg, Felsbasu, 6/94, pp 428-436. (Re-printed in the course notes on Design Methods for Jointed Rock by Dr N. Barton produced by the Department of Civil and Structural Engineering, Hong Kong Polytechnic University, 24-26 March 1997).

    BCL (Binnie Consultants Ltd) (1991-3). Fill Management Study - Phase II: Investigation and Development of Marine Borrow Areas. Borrow Area Assessment Report Series. Work on nine separate marine borrow areas. Geotechnical Engineering Office, Hong Kong.

    BCL (1992). South Mirs Bay Environmental Impact Assessment - Initial Assessment Report. Geotechnical Engineering Office, Hong Kong, 184 p.

    BCL (1993). East Lamma Channel Borrow Area Scoped Environmental Assessment, Final Report. Geotechnical Engineering Office, Hong Kong, 131 p.

    BCL (1995a). Hypoxia and Mass Mortality Event in Mirs Bay Final Report. Report to the Geotechnical Engineering Office, Hong Kong, 30 p. plus Appendices.

    BCL (1995b). Marine Ecology of Hong Kong : Report on Underwater Dive Surveys (October 1991 - November 1994). Geotechnical Engineering Office, Hong Kong, 2 volumes, 161 p.

    BD (1993). PNAP 161: Development in the Area Numbers 2 & 4 of Scheduled Areas. Buildings Department, Hong Kong, 8 p.

    BD (1994). PNAP 74: Dewatering in Foundation and Basement Excavation Works. Buildings Department, Hong Kong, 2 p.

    BD (1995). PNAP 180: Alkali-Aggregate Reaction in Reinforced Concrete Structures. Buildings Department, Hong Kong, 4 p.

    BD (1997). PNAP 83: Requirements for Qualified Supervision of Site Formation Works, Excavation Works, Foundation Works on Sloping Ground, and Ground Investigation Works in the Scheduled Areas. Buildings Department, Hong Kong, 3 p.

    BD (1998). PNAP 85: Development in Mid-levels Scheduled Area - Buildings Ordinance section 2(1), Building (Administration) Regulation 8(1)(bb)(vii) and 8(1)(1). Buildings Department, Hong Kong, 3 p.

    BD (2000). PNAP 242: Quality Supervision Requirements for Foundation Works. Buildings Department, Hong Kong, 12 p.

    BD (2003). PNAP 274: Geotechnical Design Information. Buildings Department, Hong Kong, 5 p.

    BD (2004a). Code of Practice on Foundations, Buildings Department, Hong Kong, 64 p.

    BD (2004b). PNAP 283: Development in the Designated Area of Northshore Lantau. Buildings Department, Hong Kong 4p.

    Beggs, C.J. & Tonks, D.M. (1985). Engineering geology of the Yuen Long basin. Hong Kong Engineer, Vol. 13, No. 3, pp 33-41.

    Bieniawski, Z.T. (1989). Engineering Rock Mass Classifications. Wiley, New York, 251 p.

    Blastronics Pty Ltd (2000). Methods of Assessments and Monitoring of the Effects of Gas Pressure on Stability of Rock Cuts due to Blasting in the Near Field. GEO Report No. 100, Geotechnical Engineering Office, Hong Kong, 55 p.

    Blower, T., Cowland, J.W. & Tang, K.Y. (1993). The stability of Hong Kong landfill slopes. Proceedings of the HKIE Seminar on Geotechnics and the Environment, Hong Kong, pp 41-57.

    Bock, H. (2006). Common ground in engineering geology, soil mechanics and rock mechanics : past, present and future. Bulletin of Engineering Geology and the Environment No. 65: IAEG, pp 209-216.

    Brand, E.W. (1985). Predicting the performance of residual soil slopes (Theme Lecture). Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Vol. 5, pp 2541-2578.

    Brand, E.W., Massey, J.B. & Whiteside, P.G.D. (1994). Environmental aspects of sand dredging and mud disposal in Hong Kong. Proceedings of the First International Congress on Environmental

    255

  • Geotechnics, Edmonton, Alberta, pp 1-10. British Drilling Association (1993). Investigation

    into Establishing an Effective Practical Safe Working Practice When Drilling in Landfi ll Sites and Adjacent Areas and Contaminated Ground and Adjacent Areas.

    Bruce, D.A. & Shirlaw, J.N. (1985). Grouting of completely weathered granite, with special reference to the construction of the Hong Kong Mass Transit Railway. Proceedings of the Fourth International Symposium on Tunnelling (Tunnelling 85), Brighton, UK, pp 253-264.

    BSI (1981). Code of Practice for Site Investigations (BS:5930:1981). British Standards Institution, London, 148 p.

    BSI (1990a). Testing Aggregates. Methods for Determination of Aggregate Crushing Value (ACV) (BS 812:Part 110:1990). British Standards Institution, London, 12 p.

    BSI (1990b). Testing Aggregates. Method for Determina