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    Transformation of the Sandler and Rubin Nonsmooth Cap Model to the Pelessone Smooth Cap Model

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 005
    Author:
    Ruijie Liu
    ,
    Guoyu Lin
    ,
    Grama Bhashyam
    DOI: 10.1061/(ASCE)EM.1943-7889.0000106
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Transformation of the Sandler and Rubin Nonsmooth Cap Model to the Pelessone Smooth Cap Model

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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian