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contributor authorJose H. F. Pereira
contributor authorDelwyn G. Fredlund
date accessioned2017-05-08T21:26:50Z
date available2017-05-08T21:26:50Z
date copyrightOctober 2000
date issued2000
identifier other%28asce%291090-0241%282000%29126%3A10%28907%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51818
description abstractThe mechanical behavior of a compacted metastable-structured residual gneiss soil was experimentally investigated. Volume changes were investigated using both a conventional oedometer cell and a triaxial permeameter system where the stress state variables were independently controlled. Wetting stress paths were utilized to reflect field conditions associated with collapsing earth structures. The compacted specimens were consolidated under both isotropic and
publisherAmerican Society of Civil Engineers
titleVolume Change Behavior of Collapsible Compacted Gneiss Soil
typeJournal Paper
journal volume126
journal issue10
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2000)126:10(907)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 010
contenttypeFulltext


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