4.35WHITE, D. J. and BOLTON, M. D. Comparing CPT and pile base resistance in sand, Proceedings of
the Institution of Civil Engineers, Geotechnical Engineering, Vol. 158, (GE1), 2005, pp. 3–14.
4.36TOGROL, E., AYDINOGLU, N., TUGCU, E. K., and BEKAROGLU. Design and Construction of large piles,
Proceedings of the 12th International Conference on Soil Mechanics, Rio de Janeiro, Vol. 2,
1992, pp. 1067–72.
4.37MEYERHOF, G. G. Bearing capacity and settlement of pile foundations, Proceedings of the
American Society of Civil Engineers, GT3, 1976, pp. 197–28.
4.38BURLAND, J. B., BUTLER, F. G., and DUNICAN, P. The behaviour and design of large diameter bored
piles in stiff clay, Proceedings of the Symposium on Large Bored Piles, Institution of Civil
Engineers and Reinforced Concrete Association, London, 1966, pp. 51–71.
4.39WYLLIE, D. C.Foundations on Rock, E & FN Spon, London, 1st ed., 1991.
4.40KULHAWY, F. H. and GOODMAN,R. E. Design of foundations on discontinuous rock, Proceedings of
the International Conference on Structural Foundations on rock, Sydney, Vol. 1, 1980, pp. 209–20.
4.41KULHAWY, F. H. and GOODMAN, R. E. Foundations in rock. Chapter 15, Ground Engineering
Reference Book, F. G. Bell (ed.), Butterworth, London, 1987.
4.42PELLS, P. J. N. and TURNER, R. M. End bearing on rock with particular reference to sandstone,
Proceedings of the International Conference on Structural Foundations on rock, Sydney, Vol. 1,
1980, pp. 181–90.
4.43LORD, J. A., CLAYTON, C. R. I., and MORTIMORE, R. N. Engineering in chalk, Construction Industry
Research and Information Association, Report No 574, 2002.
4.44LUMB, P. The residual soils of Hong Kong, Geotechnique, Vol. 15, 1965, pp. 180–94.
4.45PILE DESIGNand CONSTRUCTION, GEO Publication No 1/96, Geotechnical Engineering Office,
Civil Engineering Dept, Government of Hong Kong.
4.46BEAKE, R. H. and SUTCLIFFE, G. Pipe pile driveability in the carbonate rocks of the Southern
Arabian Gulf, Proceedings of the International Conference on Structural Foundations on Rock,
Balkema, Rotterdam, Vol. 1, 1980, pp. 133–49.
4.47GEORGE, A. B., SHERRELL, F. W., and TOMLINSON, M. J. The behaviour of steel H-piles in slaty
mudstone, Geotechnique, Vol. 26, No. 1, 1976, pp. 95–104.
4.48LEACH, B. and MALLARD, D. J. The design and installation of precast concrete piles in the Keuper
Marl of the Severn Estuary, Proceedings of the Conference on Recent Developments in the
Design and Construction of Piles, Institution of Civil Engineers, London, 1980, pp. 33–43.
4.49OSTERBERG, J. O. and GILL, S. A. Load transfer mechanisms for piers socketted in hard soils or rock,
Proceedings of the 9th Canadian Symposium on Rock Mechanics, Montreal, 1973, pp. 235–62.
4.50HORVARTH, R. G. Field load test data on concrete-to-rock bond strength for drilled pier founda-
tions, University of Toronto, publication 78–07, 1978.
4.51ROSENBERG, P. and JOURNEAUX, N. L. Friction and end bearing tests on bedrock for high capacity
socket design, Canadian Geotechnical Journal.Vol. 13, 1976, pp. 324–33.
4.52WILLIAMS, A. F. and PELLS, P. J. N. Side resistance rock sockets in sandstone, mudstone and shale,
Canadian Geotechnical Journal, Vol. 18, 1981, pp. 502–13.
4.53HOBBS, N. B. Review paper – Rocks, Proceedings of the Conference on Settlement of Structures,
British Geotechnical Society, Pentech Press, 1975, pp. 579–610.
4.54HORVATH, R. G., KENNEY, T. C., and KOZICKI, P. Methods of improving the performance of drilled
piles in weak rock, Canadian Geotechnical Journal, Vol. 20, 1983, pp. 758–72.
4.55CHANDLER, R. J. and FORSTER, A. Engineering in Mercia mudstone, Construction Industry
Research and Information Association, Report No. 570, 2001.
4.56SEEDHOUSE,R. L. and SANCTERS, R. V. Investigations for cooling tower foundations in Mercia
mudstone at Ratcliffe-on-Soar, Nottinghamshire, Proceedings of the Conference on
Engineering Geology of Weak Rock, A. A. Balkema, Rotterdam, Special Publication No. 8,
1993, pp. 465–72.
4.57GANNON,J. A., MASTERTON, G. G. T., WALLACE, W. A. and MUIR-WOOD, D. Piled foundations in weak
rock, Construction Industry Research and Information Association, Report No. 181, 1999.
222 Resistance of piles to compressive loads