Ultimate Pile Capacity for Eccentric Inclined Load
Publication: Journal of Geotechnical Engineering
Volume 109, Issue 3
Abstract
The ultimate bearing capacity of rigid piles and pile groups in sand has been determined under various combinations of eccentricity and inclination of the load varying from the vertical to horizontal directions. The results of load tests on single model piles and free‐standing groups are compared with theoretical estimates. The influence of eccentricity and inclination of the load on the bearing capacity can be represented by simple interaction relationships between the ultimate loads and moments and between the axial and normal components of the ultimate load. The effect of a pile cap resting on the soil in piled foundations is examined on the basis of previous theory and model test results.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Kishida, H., and Meyerhof, G. G., “Bearing Capacity of Pile Groups under Eccentric Loads in Sand,” Proceedings, 6th International Conference on Soil Mechanics, Vol. 2, Montreal, Canada, 1965, pp. 270–274.
2.
Meyerhof, G. G., “The Design of Franki Piles with Special Reference to Groups in Sand,” Proceedings, International Association for Bridge and Structural Engineering, Symposium on Pile Foundations, Stockholm, Sweden, 1960, pp. 105–123.
3.
Meyerhof, G. G., “Some Recent Research on the Bearing Capacity of Foundations,” Canadian Geotechnical Journal, Vol. 1, 1963, pp. 16–26.
4.
Meyerhof, G. G., “Uplift Capacity of Foundations under Oblique Loads,” Canadian Geotechnical Journal, Vol. 10, 1973a, pp. 64–70.
5.
Meyerhof, G. G., “Uplift Resistance of Inclined Anchors and Piles,” Proceedings, 8th International Conference on Soil Mechanics, Vol. 2.1, Moscow, 1973b, pp. 167–172.
6.
Meyerhof, G. G., “Bearing Capacity and Settlement of Pile Foundations,” 11th Terzaghi lecture, Journal of the Geotechnical Division, ASCE, Vol. 102, No. GT3, Mar., 1976, pp. 195–228.
7.
Meyerhof, G. G., “Pile Foundations with Special Reference to Bridges,” Proceedings, Seminar of International Association for Bridge and Structural Engineering, Vol. 1, Madras, 1979, pp. 1–16.
8.
Meyerhof, G. G., “The Bearing Capacity of Rigid Piles and Pile Groups under Inclined Loads in Clay,” Canadian Geotechnical Journal, Vol. 18, 1981, pp. 297–300.
9.
Meyerhof, G. G., Mathur, S. K., and Valsangkar, A. J., “Lateral Resistance and Deflection of Rigid Walls and Piles in Layered Soils,” Canadian Geotechical Journal, Vol. 18, 1981a, pp. 159–170.
10.
Meyerhof, G. G., Mathur, S. K., and Valsangkar, A. J., “The Bearing Capacity of Rigid Piles and Pile Groups under Inclined Loads in Layered Sand,” Canadian Geotechnical Journal, Vol. 18, 1981b, pp. 514–519.
11.
Meyerhof, G. G., and Ranjan, G., “The Bearing Capacity of Rigid Piles under Inclined Loads in Sand. I: Vertical Piles,” Canadian Geotechnical Journal, Vol. 9, 1972, pp. 430–446.
12.
Meyerhof, G. G., and Ranjan, G., “The Bearing Capacity of Rigid Piles under Inclined Loads in Sand. III: Pile Groups,” Canadian Geotechnical Journal, Vol. 10, 1973, pp. 428–438.
13.
Meyerhof, G. G., and Sastry, V. V. R. N., “Bearing Capacity of Piles in Layered Soils,” Canadian Geotechnical Journal, Vol. 15, 1978, pp. 171–189.
14.
Saffery, M. R., and Tate, A. P. K., “Model Tests on Pile Groups in a Clay Soil with Particular Reference to the Behavior of the Group When It Is Loaded Eccentrically,” Proceedings, 5th International Conference on Soil Mechanics, Vol. 2, Paris, 1961, pp. 129–134.
Information & Authors
Information
Published In
Copyright
Copyright © 1983 ASCE.
History
Published online: Mar 1, 1983
Published in print: Mar 1983
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.