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contributor authorS. R. Neubecker
contributor authorM. F. Randolph
date accessioned2017-05-08T20:37:30Z
date available2017-05-08T20:37:30Z
date copyrightNovember 1995
date issued1995
identifier other%28asce%290733-9410%281995%29121%3A11%28797%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21561
description abstractPreviously published methods for solving the force distribution and geometric profile of an embedded anchor chain involve numerical solution by an incremental integration technique. By rationalizing the problem, closed-form expressions for both the load development and chain profile have been derived. These expressions greatly simplify the procedure for estimating the load and inclination of an embedded chain at some connection point in the soil. The analytical work is corroborated with extensive laboratory test results.
publisherAmerican Society of Civil Engineers
titleProfile and Frictional Capacity of Embedded Anchor Chains
typeJournal Paper
journal volume121
journal issue11
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1995)121:11(797)
treeJournal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 011
contenttypeFulltext


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