6.8 FREEMAN, C. F., KLAJNERMAN, D., and PRASAD, G.D. Design of deep socketted caissons into shale
bedrock, Canadian Geotechnical Journal, Vol. 9, No. 1, February 1972, pp. 105–14.
6.9 TERZAGHI, K. Evaluation of coefficients of subgrade reaction, Geotechnique, Vol. 5, No. 4, 1955,
pp. 297–326.
6.10REESE, L. C., COX, W. R., and KOOP, F. B. Analysis of laterally loaded piles in sand, Proceedings of
the Offshore Technology Conference, Houston, Texas, 1974, Paper No. OTC 2080.
6.11GARASSINO, A., JAMIOLKOWSKI, M., and PASQUALINI, E. Soil modulus for laterally-loaded piles in
sands and NC clays. Proceedings of the 6th European Conference, ISSMFE, Vienna, 1976, Vol. I,
No. 2, pp. 429–34.
6.12HANSEN, J. B. The ultimate resistance of rigid piles against transversal forces, Danish
Geotechnical Institute, Bulletin No. 12, Copenhagen 1961, pp. 5–9.
6.13Recommendations for the Design, Manufacture and Installation of Concrete Piles, American
Concrete Institute, Report ACI 543R-74 (re-affirmed 1960).
6.14REESE, L. C. and MATLOCK, H. Non-dimensional solutions for laterally-loaded piles with soil
modulus assumed proportional to depth, Proceedings of the 8th Texas Conference on Soil
Mechanics and Foundation Engineering, Austin, Texas, 1956, pp. 1–41.
6.15DAVISSON, M. T. and GILL, H. L. Laterally-loaded piles in a layered soil system, Journal of the
Soil Mechanics Division, American Society of Civil Engineers, Vol. 89, No. SM3, May 1963,
pp. 63–94.
6.16MATLOCK, H. and REESE, L. C. Foundation analysis of offshore pile-supported structures,
Proceedings of the 5th International Conference, ISSMFE, Paris, Vol. 2, 1961, pp. 91–7.
6.17MATLOCK, H. Correlations for design of laterally loaded piles in soft clay, Proceedings of the
Offshore Technology Conference, Houston, Texas, 1970, Paper OTC 1204.
6.18REESE, L. C. and WELCH, R. C. Lateral loading of deep foundations in stiff clay, Journal of the
Geotechnical Engineering Division, American Society of Civil Engineers, Vol. 101, No. GT7,
July 1975, pp. 633–49.
6.19 Ensoft Inc, Lpile Plus4, A Program for the Analysis of Piles and Drilled Shafts Under Lateral
Loads, Ensoft Inc, Austin, Texas, 2000.
6.20Oasys ALP Laterally-Loaded Pile Analysis Manual, Ove Arup and Partners, London, 1997.
6.21NIP, D. C. N. and NG, C. W. W. Back-analysis of laterally-loaded bored piles, Geotechnical
Engineering, Vol. 158, No. GE2, 2005, pp. 63–73.
6.22BAGUELIN, F., JEZEQUEL, J. F., and SHIELDS, D. G.The Pressuremeter and Foundation Engineering,
Trans Tech Publications, Clausthal, 1978.
6.23RANDOLPH, M. F. The response of flexible piles to lateral loading, Geotechnique, Vol. 31, No. 2,
June 1981, pp. 247–59.
6.24DAVISSON, M. T. and ROBINSON, K. E. Bending and buckling of partially embedded piles,
Proceedings of the 6th International Conference, ISSMFE, Montreal, Vol. 2, 1965, pp. 243–6.
6.25POULOS, H. G. and DAVIS, E. H.Pile Foundation Analysis and Design, John Wiley, New York, 1980.
6.26POULOS, H. G. Behavior of laterally loaded piles: I – Single piles, Proceedings of the American
Society of Civil Engineers, Vol. SM5, May 1971, pp. 711–31.
6.27PRAKASH, S. Behaviour of pile groups subjected to lateral loads, Thesis University of Illinois,
Urbana, Illinois, 1962.
6.7 Worked examples
Example 6.1
A bored and cast in-situ pile having a shaft diameter of 0.6 m and a 2 m diameter enlarged
base is installed to a depth of 11 m in a clay with an undrained shear strength of 40 kN/m^2
and an angle of shearing resistance of 25. The groundwater level is below 11 m. Calculate
Piles to resist uplift and lateral loading 357