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contributor authorRobert W. Day
contributor authorGregory W. Axten
date accessioned2017-05-08T20:35:20Z
date available2017-05-08T20:35:20Z
date copyrightApril 1989
date issued1989
identifier other%28asce%290733-9410%281989%29115%3A4%28577%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20452
description abstractSurficial failures are quite common and are caused by a reduction in shear strength due to saturation and swell coupled with a condition of seepage parallel to the slope face. An equation relating factor of safety to depth of seepage flow is used to investigate the surficial instability of compacted clays. The major unknowns in this equation are the drained strength parameters (ϕ′,
publisherAmerican Society of Civil Engineers
titleSurficial Stability of Compacted Clay Slopes
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1989)115:4(577)
treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


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