Hysteretic Dissipation of Piles under Cyclic Axial Load
Publication: Journal of Geotechnical Engineering
Volume 113, Issue 4
Abstract
A simple finite element model for predicting the hysteretic behavior of a single compressible pile embedded in a possibly inhomogeneous soil under cyclic quasistatic axial load is presented, along with applications to two actual field tests of piles driven in dense sand. Predicted settlement, resultant shaft and tip loads after repeated loading and unloading in the two cases are within 5% of the field test measurements. The model permits calculating the amount of energy dissipated in the soil during a loading cycle, which can be used in establishing equivalent viscous damping coefficients for studying the dynamic response of driven piles. Degradation of the stiffness and strength of the soil are taken into consideration by means of a simple rule. Due to its simplicity, the model is well suited for carrying out parametric studies to examine the sensitivity of the response to the various system parameters.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Banerjee, P. K., and Davies, T. G., “The Behavior of Axially and Laterally Loaded Single Piles Embedded in Nonhomogeneous Soils,” Geotechnique, Vol. 28, No. 3, Sept., 1978, pp. 309–326.
2.
Coyle, H. M., and Reese, L. C., “Load Transfer for Axially Loaded Piles in Clay,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM2, Mar., 1966, pp. 1–26.
3.
Ellison, R. D., D'Appolonia, E., and Thiers, G. R., “Load‐Deformation Mechanism for Bored Piles,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No. SM4, Apr., 1971, pp. 661–678.
4.
Jacobsen, L. S., “Damping in Composite Structures,” Proceedings, 2nd World Conference on Earthquake Engineering, Vol. 2, Tokyo, Japan, 1960, pp. 1029–1044.
5.
Mansur, C. I., and Hunter, A. H., “Pile Tests—Arkansas River Project,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 96, No. SM5, Sept., 1970, pp. 1545–1583.
6.
Matlock, H., Foo, S. H. C., and Bryant, L. M., “Simulation of Lateral Pile Behavior under Earthquake Motion,” Earthquake Engineering and Soil Dynamics, Proceedings, Geotechnical Engineering Division Specialty Conference of ASCE, Vol. 2, Pasadena, Calif., June, 1978, pp. 600–619.
7.
Mattes, N. S., and Poulos, H. G., “Settlement of Single Compressible Pile,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 95, No. SM1, Jan., 1969, pp. 189–207.
8.
Menq, C. H., “Vibratory Response of Frictionally Constrained Gas Turbine Blades,” thesis presented to Carnegie‐Mellon University, at Pittsburgh, Pa., in 1985, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
9.
Newmark, N. M., and Rosenblueth, E., Fundamentals of Earthquake Engineering, Prentice‐Hall, Inc., Englewood Cliffs, N.J., 1971.
10.
Novak, M., “Dynamic Stiffness and Damping of Piles,” Canadian Geotechnical Journal, Vol. 11, No. 4, Nov., 1974, pp. 574–598.
11.
Novak, M., and Aboul‐Ella, F., “Impedance Functions of Piles in Layered Media,” Journal of the Engineering Mechanics Division, ASCE, Vol. 104, No. EM6, June, 1978, pp. 643–661.
12.
Novak, M., Nogami, T., and Aboul‐Ella, F., “Dynamic Soil Reactions for Plane Strain Case,” Journal of the Engineering Mechanics Division, ASCE, Vol. 104, No. EM4, Aug., 1978, pp. 953–959.
13.
Poulos, H. G., “Cyclic Axial Pile Response—Alternative Analyses,” Geotechnical Practice in Offshore Engineering, S. G. Wright, Ed., New York, N.Y., Apr. 1983, pp. 403–421.
14.
Poulos, H. G., “Cyclic Degradation of Pile Performance in Calcareous Soils,” Analysis and Design of Pile Foundations, J. R. Meyer, Ed., ASCE, New York, N.Y., Oct., 1984, pp. 99–118.
15.
Poulos, H. G., “Load‐Settlement Prediction for Piles and Piers,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, No. SM9, Sept., 1972, pp. 879–897.
16.
Poulos, H. G., “Settlement of Pile Foundations,” Numerical Methods in Geotechnical Engineering, C. S. Desai and J. T. Christian, Eds., McGraw‐Hill, Inc., New York, N.Y., 1977, pp. 326–363.
17.
Scott, R. F., Foundation Analysis, Prentice‐Hall, Inc., Englewood Cliffs, N.J., 1981.
18.
Seed, H. B., and Reese, L. C., “The Action of Soft Clay along Friction Piles,” Transactions, ASCE, Vol. 122, 1957, pp. 731–754.
19.
Sogge, R. L., Microcomputer Analysis of Laterally Loaded Piles, ASTM, Philadelphia, Pa., 1984, pp. 35–48.
20.
Trochanis, A. M., “On a Friction Layer Model for Contact Problems,” thesis presented to Carnegie‐Mellon University, at Pittsburgh, Pa., in 1985, in partial fulfillment of the requirements for the degree of Master of Science.
Information & Authors
Information
Published In
Copyright
Copyright © 1987 ASCE.
History
Published online: Apr 1, 1987
Published in print: Apr 1987
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.