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contributor authorYii‐Wen Pan
date accessioned2017-05-08T20:35:51Z
date available2017-05-08T20:35:51Z
date copyrightJanuary 1991
date issued1991
identifier other%28asce%290733-9410%281991%29117%3A1%2851%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20713
description abstractThe transitional yielding approach offers a unique and smooth definition for loading, unloading, and reloading; further, it need not define a conjugate point. A generalized transitional yielding approach, with any desired number of limit surfaces, is proposed. These limit surfaces represent various degrees of the hierarchical material memory due to stress history. A new method for modeling nonassociative soil behavior is also proposed; it has the advantage of using exactly the same function for the yield surface and the plastic potential surface. Model prediction and experimental data are compared to illustrate the validity of the proposed approach.
publisherAmerican Society of Civil Engineers
titleGeneralized Nonassociative Multisurface Approach for Granular Materials
typeJournal Paper
journal volume117
journal issue1
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1991)117:1(51)
treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 001
contenttypeFulltext


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