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contributor authorKyoji Sassa
contributor authorGonghui Wang
contributor authorHiroshi Fukuoka
contributor authorDmitri A. Vankov
date accessioned2017-05-08T21:28:15Z
date available2017-05-08T21:28:15Z
date copyrightJune 2005
date issued2005
identifier other%28asce%291090-0241%282005%29131%3A6%28750%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52715
description abstractBy conducting a series of shear-torque-controlled (STC) and shear-displacement-controlled (SDC) ring shear tests under undrained conditions, the effects of cyclic loading frequency, shear displacement rate, and overconsolidation ratio (OCR) on the pore-pressure generation were examined and analyzed by means of an energy approach. Cyclic STC tests demonstrated that as the frequency of loading increased, the shear energy
publisherAmerican Society of Civil Engineers
titleShear-Displacement-Amplitude Dependent Pore-Pressure Generation in Undrained Cyclic Loading Ring Shear Tests: An Energy Approach
typeJournal Paper
journal volume131
journal issue6
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2005)131:6(750)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 006
contenttypeFulltext


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