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Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands : Pastor, O; Zienkiewicz, O C; Leung, K H Int J Num Anal Meth GeomechV9, N5, Sept-Oct 1985, P477–498

Publisher: Elsevier Science
Year: 1986
Tongue: English
Weight: 137 KB
Volume: 23
Category: Article
ISSN: 0148-9062
DOI: 10.1016/0148-9062(86)90487-0

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Simple model for transient soil loading

Simple model for transient soil loading in earthquake analysis. I. Basic model and its application : Zienkiewicz, O C; Leung, K H; Pastor, M Int J Num Anal Meth GeomechV9, N5, Sept-Oct 1985, P453–476

📂 Article 📅 1986 🏛 Elsevier Science 🌐 English ⚖ 137 KB 👁 3 views

Simple model for transient soil loading

Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands

✍ M. Pastor; O. C. Zienkiewicz; K. H. Leung 📂 Article 📅 1985 🏛 John Wiley and Sons 🌐 English ⚖ 883 KB

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