TECHNICAL PAPERS
Mar 1, 1983

Pile Group Analysis: A Study of Two Methods

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 3

Abstract

A brief outline is given of the basis of analysis used in two computer programs, PIGLET and DEFPIG, for analysis of pile group response. A comparison of the capabilities of each program is presented and then a parametric study is made of a six‐pile group to illustrate the similarities and differences between the two programs. Two series of field tests on groups of piles are then analysed by DEFPIG and PIGLET, and it is shown that the predictions from each are consistent and in generally good agreement with the field data. The comparisons suggest that each program may be used with confidence for practical problems, particularly in conjunction with single pile load test data.

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References

1.
Banerjee, P. K., “Analysis of Axially and Laterally Loaded Pile Groups,” Developments in Soil Mechanics, C. R. Scott, ed., Applied Science, London, England, 1978.
2.
Banerjee, P. K., and Driscoll, R. M. C., “Three‐Dimensional Analysis of Raked Groups,” Proceedings, Institution of Civil Engineers, Vol. 61, 1976, pp. 653–671.
3.
Evangelista, A., and Viggiani, C., “Accuracy of Numerical Solutions for Laterally Loaded Piles in Elastic Half‐Space,” Proceedings, Second International Conference on Numerical Methods in Geomechanics, Blacksburg, Va., ASCE, Vol. 3, 1976, pp. 1367–1370.
4.
Feagin, L. B., “Lateral Load Tests on Groups of Battered and Vertical Piles,” Symposium on Lateral Load Tests on Piles, American Society for Testing and Materials, STP No. 154, 1953, pp. 12–29.
5.
Matlock, H., Ingram, W. B., Kelley, A. E., and Bogard, D., “Field Tests on the Lateral‐Load Behavior of Pile Groups in Soft Clay,” Proceedings, Twelth Offshore Technology Conference, Houston, Tex., OTC Paper 3871, 1980, pp. 163–174.
6.
O'Neill, M. W., Ghazzaly, O. I., and Ha, H. B., “Analysis of Three‐Dimensional Pile Groups with Nonlinear Soil Response and Pile‐Soil‐Pile Interaction,” Proceedings, Nineth Offshore Technology Conference, Houston, Tex., OTC Paper 2838, 1977, pp. 245–256.
7.
Poulos, H. G., “Behavior of Laterally‐Loaded Piles‐II—Pile Groups,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No. SM5, 1971, pp. 733–751.
8.
Poulos, H. G., “Torsional Response of Piles,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT10, Oct., 1975, pp. 1019–1035.
9.
Poulos, H. G., “An Approach for the Analysis of Offshore Pile Groups,” Proceedings, Conference on Numerical Methods in Offshore Piling, Institution of Civil Engineers, London, England, 1979, pp. 119–126.
10.
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11.
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12.
Randolph, M. F., “PIGLET: A Computer Program for the Analysis and Design of Pile Groups Under General Loading Conditions,” Soil Report TR91, CUED/D, Cambridge University, Cambridge, England, 1980.
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Randolph, M. F., “Analysis of the Behavior of Piles Subjected to Torsion,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 107, No. GT8, Aug., 1981, pp. 1095–1111.
14.
Randolph, M. F., “The Response of Flexible Piles to Lateral Loading,” Geotechnique, Vol. 31, No. 2, 1981, pp. 247–259.
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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 3March 1983
Pages: 355 - 372

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Published online: Mar 1, 1983
Published in print: Mar 1983

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Authors

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Harry G. Poulos, M. ASCE
Prof. of Civ. Engrg., School of Civ. and Mining Engrg., Univ. of Sydney, Sydney, N.S.W., Australia, 2006
Mark F. Randolph
Asst. Lect. in Engrg., Univ. of Cambridge, Cambridge, England

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