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contributor authorJørgen S. Steenfelt
contributor authorBent Hansen
date accessioned2017-05-08T20:33:44Z
date available2017-05-08T20:33:44Z
date copyrightJuly 1984
date issued1984
identifier other%28asce%290733-9410%281984%29110%3A7%28976%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19611
description abstractIn order to demonstrate the effect from a strip load on the design of sheet pile walls, the earth pressure on a rigid vertical wall rotating about a point near the top of the wall is calculated for cohesionless soil using Brinch Hansen's earth pressure theory. A complete analytical solution corresponding to the calculation of the earth pressure by means of a circular failure arc is given together with charts demonstrating the results for the (plane) internal angle of friction
publisherAmerican Society of Civil Engineers
titleSheet Pile Design Earth Pressure for Strip Load
typeJournal Paper
journal volume110
journal issue7
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1984)110:7(976)
treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 007
contenttypeFulltext


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