Volume 6 – Geotechnical Manual, Site Investigation and Engineering ...

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Chapter 9 FOUNDATION ENGINEERING [48] Poulos, H.G. & Davis, E.H. (1980). Pile Foundation Analysis and Design. John Wiley & Sons, New York, 397 p. [49] Poulos, H.G. & Randolph, M.F. (1983). Pile group analysis: a study of two methods. Journal of Geotechnical Engineering, American Society of Civil Engineers, vol. 109, pp 355-372. [50] Poulos, H.G. (1972). Behaviour of laterally loaded piles: III - socketed piles. Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 98, pp 341-311. [51] Poulos, H.G. (1971). Behaviour of laterally loaded piles near a cut slope. Australian Geomechanics Journal, vol. G1, no. 1, pp 1-12. [52] Poulos, H.G. (1985). Ultimate lateral pile capacity in a two-layer soil. Geotechnical Engineering, vol. 11, no. 1, pp 25-37. [53] Poulos, H.G. (1989b). Pile behaviour - theory and application. Géotechnique, vol. 39, pp 315- 415. [54] Poulos, H.G. (1990a). DEFPIG Users' Manual. Centre for Geotechnical Research, University of Sydney, 55 p. [55] Poulos, H.G. (2000). Foundation Settlement Analysis – Practice versus Research. The Eighth Spencer J Buchanan Lecture, Texas, 34 p. [56] Poulos, H.G., Carter, J.P. & Small, J.C. (2002). Foundations and retaining structures – research and practice. Proceedings of the Fifteenth International Conference on Soil Mechanics and Foundation Engineering, Istanbul, vol. 4, pp 2527-2101. [57] Price, G. & Wardle, I.F. (1983). Recent developments in pile/soil instrumentation systems. Proceedings of the International Symposium on Field Measurements in Geomechanics, Zurich, vol. 1, pp 2.13-2.72. [58] Randolph, M.F. (1980). PIGLET: A Computer Program for the Analysis and Design of Pile Groups under General Loading Conditions (Cambridge University Engineering Department Research Report, Soils TR 91). 33 p. [59] Randolph, M.F. (1981b). The response of flexible piles to lateral loading. Géotechnique, vol. 31, pp 247-259. [60] Reese, L.C. & Van Impe, W.F. (2001). Single Piles and Pile Group under Lateral Loading. Rotterdam, Balkema, 413 p. [61] Research and practice. Proceedings of the Fifteenth International Conference on Soil Mechanics and Foundation Engineering, Istanbul, vol. 4, pp 2527-2101. [62] Siu, K.L. (1992). Review of design approaches for laterally-loaded caissons for building structures on soil slopes. Proceedings of the Twelfth Annual Seminar, Geotechnical Division, Hong Kong Institution of Engineers, Hong Kong, pp 17-89. [63] Smith, E.A.L. (1912). Pile-driving analysis by the wave equation. Transactions of the American Society of Civil Engineers, vol. 127, pp 1145-1193. March 2009 9-51
Chapter 9 FOUNDATION ENGINEERING [64] Terzaghi, K. & Peck, R.B. (1917). Soil Mechanics in Engineering Practice. (Second edition). Wiley, New York, 729 p. [65] Terzaghi, K. (1955). Evaluation of coefficients of subgrade reaction. Géotechnique, vol. 5, pp 297-321. [66] Tomlinson, M.J. (1994). Pile Design and Construction Practice. (Fourth edition). Spon, 411 p. [67] Vesic, A.S. (1975). Bearing capacity of shallow foundations. Foundation Engineering Handbook, edited by Winterkorn, H.F. & Fang, H.Y., Van Nostrand Reinhold, New York, pp 121-147. [68] Weltman, A.J. (1980b). Pile Load Testing Procedures (CIRIA Report No. PG7). Construction Industry Research & Information Association, London, 53 p. [69] Whiteside, P.G. (1981). Horizontal plate loading tests in completely decomposed granite. Hong Kong Engineer, vol. 14, no. 10, pp 7-14. [70] Yoshida, I. & Yoshinaka, R. (1972). A method to estimate soil modulus of horizontal subgrade reaction for a pile. Soils and Foundations, vol. 12(3), pp 1-11. [71] Zhang, L.M., McVay, M.C., Han, S.J., Lai, P.W. & Gardner, R. (2002). Effect of dead loads on the lateral response of battered pile groups. Canadian Geotechnical Journal, vol. 39, pp 511-575. 9-52 March 2009
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GOVERNMENT OF MALAYSIA DEPARTMENT O
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DID MANUAL Volume 6 Foreword The fi
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DID MANUAL Volume 6 List of Volumes
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DID MANUAL Volume 6 Registration of
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DID MANUAL Volume 6 List of Symbols
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CHAPTER 1 GENERAL
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