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contributor authorRuijie Liu
contributor authorGuoyu Lin
contributor authorGrama Bhashyam
date accessioned2017-05-08T21:43:16Z
date available2017-05-08T21:43:16Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29em%2E1943-7889%2E0000115.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60556
description abstractThe Sandler and Rubin cap model is the most popular cap model that is able to take account on geomaterial dilation and compaction effects. However, its nonsmooth yielding surface often results in a slow convergent rate or even nonconvergent solution in some numerical simulations. More often, analysts with the Sandler and Rubin model have to switch to a smooth cap model, for example, the Pelessone model, in order to obtain a convergent solution. For cases of original experimental data available direct fitting is the best way for obtaining the required smooth model parameters. For cases of only derived nonsmooth model parameters available, a transformation from nonsmooth models to smooth models is necessary. However, such a transformation is nontrivial. In this paper, we propose two simple and robust methods for transferring the Sandler and Rubin nonsmooth model to the Pelessone smooth model through making a few reasonable assumptions and solving only one nonlinear equation for one primary unknown. Two model examples are presented to demonstrate the good performance of our proposed methods.
publisherAmerican Society of Civil Engineers
titleTransformation of the Sandler and Rubin Nonsmooth Cap Model to the Pelessone Smooth Cap Model
typeJournal Paper
journal volume136
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000106
treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 005
contenttypeFulltext


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