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contributor authorBoris S. Browzin
date accessioned2017-05-08T20:33:21Z
date available2017-05-08T20:33:21Z
date copyrightAugust 1983
date issued1983
identifier other%28asce%290733-9410%281983%29109%3A8%281113%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19436
description abstractThis paper presents an analysis of the depth of penetration of sheet piles necessary to provide stability against overturning. Previously developed equations of eqiulibrium are used. Results are given for a two-parameter and a one-parameter soil.
publisherAmerican Society of Civil Engineers
titleStability Analysis of Flexible Anchored Bulkheads
typeJournal Paper
journal volume109
journal issue8
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1983)109:8(1113)
treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 008
contenttypeFulltext


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