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contributor authorEduardo Rojas
contributor authorMaría L. Pérez-Rea
contributor authorTeresa López-Lara
contributor authorJuan B. Hernández
contributor authorJaime Horta
date accessioned2017-05-08T22:09:57Z
date available2017-05-08T22:09:57Z
date copyrightMay 2015
date issued2015
identifier other36640129.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72667
description abstractThis paper presents the modeling of the phenomenon of collapse upon wetting using the effective stress approach. To this purpose, Bishop’s effective stress equation is applied in addition to an elastoplastic framework for the volumetric behavior of unsaturated soils. Bishop’s parameter
publisherAmerican Society of Civil Engineers
titleUse of Effective Stresses to Model the Collapse upon Wetting in Unsaturated Soils
typeJournal Paper
journal volume141
journal issue5
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001251
treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
contenttypeFulltext


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