On finite volume method implementation of poro‐elasto‐plasticity soil model

By  

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, Vol. 39, Iss. 13, 2015-09 ,pp. : 1410-1430

John Wiley & Sons Inc

Access to resources Recommend Favorite

Towards Bounding Complexity of a Minimal Model

By Tsai I-Hsun  

Compositio Mathematica, Vol. 138, Iss. 3, 2003-09 ,pp. : 245-260

Springer Publishing Company

Access to resources Recommend Favorite

Structural damage model of unsaturated expansive soil and its application in multi-field couple analysis on expansive soil slope

By Lu Zai-hua   Chen Zheng-han   Fang Xiang-wei   Guo Jian-feng   Zhou Hai-qing  

Applied Mathematics and Mechanics, Vol. 27, Iss. 7, 2006-07 ,pp. : 891-900

Springer Publishing Company

Access to resources Recommend Favorite

Constitutive equations for twinning and slip in low-stacking-fault-energy metals: a crystal plasticity-type model for moderate strains

By Cherkaoui M.  

Philosophical Magazine, Vol. 83, Iss. 31-34, 2003-01 ,pp. : 3945-3958

Taylor & Francis Ltd

Access to resources Recommend Favorite

Theory and finite element computations of a unified cyclic phase transformation model for monocrystalline materials at small strains

By Stein Erwin   Zwickert Ole  

Computational Mechanics, Vol. 40, Iss. 3, 2007-08 ,pp. : 429-445

Springer Publishing Company

Access to resources Recommend Favorite