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(1998) Effects of slaking on the strength of clay shales: Acritical state approach. The Geotechnics of Hard Soils-Soft Rocks, Evangelista, A., and Picarelli, L. (eds), Balkema, No.1, pp. 447-458. Branagan, D.F. (1983b) The Sydney basin and its vanished sequence, Journal of the Geological Society of Australia, vol. 30, pp. 75-84. Branagan, D.F., Herbert, C., and Langord-Smith, T. (1976) An outline of the geology and geomorphology of the Sydney basin. 60p. Science Press for Department of Geology and Geophysics, University of Sydney. Brindley, G.W., and Brown, G. (1980) Crystal structure of clay minerals and their x- ray identification, Min. Soc., Great Britain, 495p. British Standard Institution (1975) Determination of the specific gravity of soil particles, BS 1377: Methods of Test for Soils for Civil Engineering Purposes, Test 6(B). BS 1377 (1990). Methods of Testing Soils for Civil Engineering Purposes, Measurements of shearing resistance, British Standards Institution, London. 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(1961) The x-ray identification and crystal structures of clay minerals, Mineralogical Society, Clay Mineral Group, London, 544p. Burgess, P.I. (1977) The role of engineering geology in developing Sydney’s environment-past, present, and future, Bulletin of the International Association of Engineering geology, No. 15, pp. 17-20. Burland, J.B. (1995) Monitoring the foundations of the leaning tower of Pisa, instrumentation in geotechnical engineering, Proceedings, Geotechnical Division of the Hong Kong Institution of Engineers. Burland, J.B. (1989) Small is beautiful-the stiffness of soil at small strains, Canadian Geotechnical Journal, No. 26, pp. 499-516. Burland, J.B., Rampello, S., Georgiannous, V., and Calabresi, G. (1996) A laboratory study of the strength of four stiff clays, Geotechnique, No. 3, vol. 46, pp. 491-514. Butterfield, R. (1979) A natural compression law for soils (an advanced on e-log p’), technical note. Geomechanique, No.29, vol.4, pp. 469-480. Calvert, C.S. (1989) Quantitative mineral analysis of clays, Mumpton, F.A. (ed.), Clay Minerals Society, vol.1, pp. 1-6. Carminati, S., Brignoli, M., di Marco, A., and Santarelli, F.J. (1997) The activity concept applied to shale: consequences for oil, tunnelling and civil engineering operations. International Journal of Rock Mechanics and Mining Sciences, No. 3- 4, vol 34, paper No. 038. Bibliography 303 Carroll, D. (1970) Clay minerals, A Guide to their x-ray identification, Geological Society of America, Special Paper, No. 126. Carver, R.E. (1971) Procedures in sedimentary petrology. John Wiley and Sons. Chandler, K. (1999) Douglas Partner, personal communication. Chandler, R.J. (1970). Shallow slab slide in the Lias clay near Uppingham, Rutland, Geo-technique, vol. 20, pp. 253-260. Charman, P.V., Murphy, B.W. (2000) Soils: their properties and management, Oxford University Press, South Melbourne. Chenevert, M.E. (1970) Shale control with balanced-activity for oil continuous muds, Journal of Petroleum Technology, No. 22, pp. 1309-1316. Chenevert, M.E. Osisany, S.O. (1992) Shale swelling at elevated temperature and pressure, Rock Mechanics, Tillerson & Wawersik (eds), Balkema, Rotterdam, pp. 869-878. Chenevert, M.E., and Gatlin, C. (1965) Mechanical isotropies of laminated sedimentary rocks, Society Petroleum Engineers Journal, pp. 67-77. Chesnut, W.S. (1983) Geology of the Sydney 1:100,000 sheet, New South Wales Geological Survey, Report No. 9130, pp. 182-199. Chesnut, W.S. (1991) Engineering geology, Geology of the Penrith 1:100,000 sheet, New South Wales Geological Survey, Report No.
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