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contributor authorA. Varadarajan
contributor authorK. G. Sharma
contributor authorC. S. Desai
contributor authorM. Hashemi
date accessioned2017-05-08T21:31:39Z
date available2017-05-08T21:31:39Z
date copyrightJanuary 2001
date issued2001
identifier other%28asce%291532-3641%282001%291%3A1%2883%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54877
description abstractStrain‐controlled triaxial tests have been conducted using servo‐controlled loading system on three schistose rocks from a hydropower project in the Himalaya. A constitutive model based on the disturbed state concept is used to model the behavior of the rocks. Predictions are made using a single point method and finite element method. The constitutive model is found to provide satisfactory predictions. The DSC model is used to predict observed behavior of a powerhouse cavern; the relevant paper, “Analysis of a Powerhouse Cavern in the Himalaya,” appears in this issue.
publisherAmerican Society of Civil Engineers
titleConstitutive Modeling of a Schistose Rock in the Himalaya
typeJournal Paper
journal volume1
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2001)1:1(83)
treeInternational Journal of Geomechanics:;2001:;Volume ( 001 ):;issue: 001
contenttypeFulltext


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