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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 15
Edited by: B.H.V. Topping
Paper IV.1

Non-Associated Anisotropic Elasto-Plastic Models for Clays

A.R. Bondok

Department of Civil Engineering, Helwan University, Cairo, Egypt

Full Bibliographic Reference for this paper
A.R. Bondok, "Non-Associated Anisotropic Elasto-Plastic Models for Clays", in B.H.V. Topping, (Editor), "Developments in Civil & Construction Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 95-99, 1993. doi:10.4203/ccp.15.4.1
An anisotropic work hardening elasto-plastic model is developed to describe the mechanical behavior of natural clay deposits. The model is characterized by only few easily obtainable soil parameters. Comparisons with the reported experimental results in the literature show that various aspects of drained and undrained behavior of anisotropic clays are satisfactory predicted.

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