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contributor authorAbdolhossein
contributor authorKhalilnejad
contributor authorFaisal Hj.
contributor authorAli
contributor authorRoslan
contributor authorHashim
contributor authorNormaniza
contributor authorOsman
date accessioned2017-05-08T21:45:37Z
date available2017-05-08T21:45:37Z
date copyrightOctober 2013
date issued2013
identifier other%28asce%29gm%2E1943-5622%2E0000258.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61646
description abstractIn slope engineering, soils are ordinarily in an unsaturated state. Today the application of unsaturated soil mechanics theory to slope stability analysis has become an essential point in geotechnical engineering research. To explain the relationship between matric suction and soil structure with slope stability (via the pulling-out effect), reasonable finite-element (FE) modules can be created. By using FE analysis (which includes the existing soil parameters), the stability of residual soil slope can be simulated under different water contents (via changes in matric suction) and soil structures (via different
publisherAmerican Society of Civil Engineers
titleFinite-Element Simulation for Contribution of Matric Suction and Friction Angle to Stress Distribution during Pulling-Out Process
typeJournal Paper
journal volume13
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000243
treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
contenttypeFulltext


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