Nonlinear Dynamic Slope Stability Analysis
Publication: Journal of Geotechnical Engineering
Volume 113, Issue 4
Abstract
A procedure is described for performing nonlinear dynamic slope stability analysis. The method combines updated Lagrangian kinematic relations with a cap‐type, strain‐hardening soil plasticity model in an explicit nonlinear dynamic finite element formulation. A detailed analysis of the progressive failure of an embankment is performed and comparisons with conventional methods for seismic slope stability analysis are presented. The results presented indicated the applicability and accuracy of the proposed method.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Chen, W., “Plasticity in Soil Mechanics and Landslides,” Journal of the Engineering Mechanics Division, ASCE, Vol. 106, No. EM3, Proc. Paper 15460, June, 1980, pp. 443–464.
2.
Chen, W. F., Chang, C. J., and Yao, J., “Limit Analysis of Earthquake‐Induced Slope Failure,” Proceedings, 15th Annual Meeting of the Society of Engineering Science, R. L. Sierakowski, Ed., University of Florida, Gainesville Fla., 1978, pp. 533–538.
3.
Chugh, A. K., “Slope Stability Analysis for Earthquakes,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 6, 1982, pp. 307–322.
4.
DiMaggio, F. L., and Sandler, I. S., “Material Model for Granular Soils,” Journal of the Engineering Mechanics Division, ASCE, Vol. 97, No. EM3, June, 1971, pp. 935–949.
5.
Drucker, D. C., and Prager, W., “Soil Mechanics and Plastic Analysis or Limit Design,” Quarterly of Applied Mathematics, Vol. 10, No. 2, July, 1952, pp. 157–175.
6.
Fang, H. Y., “Stability of Earth Slopes,” Foundation Engineering Handbook, H. F. Winterkorn and H. Y. Fang, Eds., Van Nostrand Reinhold Co., Inc., New York, N.Y., 1975, pp. 354–372.
7.
Isenberg, J., Vaughan, D. K., and Sandler, I. S., “Nonlinear Soil‐Structure Interaction,” Report No. EP‐NP‐945, Final Report to EPRI, Weidlinger Associates, Palo Alto, Calif., Dec., 1978.
8.
Malvern, L., Introduction to the Mechanics of Continuous Medium, Prentice‐Hall, Inc., Englewood Cliffs, N.J., 1969.
9.
Mizuno, E., and Chen, W. F., “Plasticity Models for Seismic Analysis of Slopes,” Report Number CE‐STR‐82‐2, School of Civil Engineering, Purdue University, West Lafayette, Ind., Jan., 1982.
10.
Nelson, I., and Baladi, G. Y., “Outrunning Ground Shock Computed with Different Models,” Journal of the Engineering Mechanics Division, ASCE, Vol. 103, No. EM3, June, 1977, pp. 377–393.
11.
Newmark, N. M., “Effects of Earthquakes on Dams and Embankments,” Geotechnique, Vol. 15, No. 2, London, England, 1965, pp. 139–160.
12.
Sandler, I. S., “The Cap Model for Static and Dynamic Problems,” Site Characterization—U.S. Symposium on Rock Mechanics, W. S. Brown, Ed., University of Utah, Salt Lake City, Utah, 1976, pp. 1A2‐1–1A2‐11.
13.
Sandler, I. S., DiMaggio, F. L., and Baladi, G. Y., “Generalized Cap Model for Geological Materials,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 102, No. GT7, July, 1976, pp. 683–399.
14.
Sandler, I. S., DiMaggio, F. L., and Baron, M. L., “Extension of the Cap Model—Inclusion of Pore Pressure Effects and Kinematic Hardening to Represent an Anisotropic Wet Clay,” Mechanics of Engineering Materials, C. S. Desai and R. H. Gallagher, Eds., John Wiley & Sons, New York, N.Y., 1984, pp. 547–578.
15.
Sandler, I. S., and Rubin, D., “An Algorithm and a Modular Subroutine for the Cap Model,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 3, pp. 173–186.
16.
Seed, H. B., “A Method for Earthquake Resistant Design of Earth Dams,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SMI, Jan., 1966, pp. 13–41.
17.
Seed, H. B., and Martin, G. R., “The Seismic Coefficient in Earth Dam Design,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92, No. SM3, May, 1976, pp. 25–58.
18.
Snitbhan, N., and Chen, W. F., “Elastic‐Plastic Large Deformation Analysis of Soil Slopes,” Computers & Structures, Vol. 9, 1978, pp. 567–577.
19.
Toki, K., Miura, F., and Oguni, Y., “Dynamic Slope Stability Analyses with a Non‐Linear Finite Element Method,” Earthquake Engineering and Structural Dynamics, Vol. 13, 1985, pp. 151–171.
20.
Vaughan, D. K., et al., “Preliminary Data Report of a Pretest Analysis of Soil‐Structure Interaction and Structural Response in Low‐Amplitude Explosive Testing of the Heissdampfreaktor,” Report Number R7943, Weidlinger Associates, Palo Alto, Calif., Sept., 1979.
21.
Zienkiewicz, O. C., Chang, C. T., and Hinton, E., “Non‐Linear Seismic Response and Liquefaction,” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 2, 1978, pp. 381–404.
Information & Authors
Information
Published In
Journal of Geotechnical Engineering
Volume 113 • Issue 4 • April 1987
Pages: 285 - 298
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.