Simple model for transient soil loading
Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands
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M. Pastor; O. C. Zienkiewicz; K. H. Leung
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Article
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1985
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John Wiley and Sons
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English
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This paper extends the bounding surface, generalized plasticity, model of Part I to reproduce the behaviour of sands under both static and transient loading. (i) The shape of the yield surface is modified. (ii) A non-associative flow rule is introduced. (iii) The hardening parameter of the bounding