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contributor authorDemetrious C. Koutsoftas
contributor authorCharles C. Ladd
date accessioned2017-05-08T20:33:56Z
date available2017-05-08T20:33:56Z
date copyrightMarch 1985
date issued1985
identifier other%28asce%290733-9410%281985%29111%3A3%28337%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19733
description abstractStability analyses for stage construction of a breakwater located offshore New Jersey required a detailed evaluation of the undrained stress‐strain‐strength properties of a plastic marine clay. One set of analyses, representing “conventional” practice, used UU triaxial compression tests to obtain the initial undrained strength
publisherAmerican Society of Civil Engineers
titleDesign Strengths for an Offshore Clay
typeJournal Paper
journal volume111
journal issue3
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1985)111:3(337)
treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 003
contenttypeFulltext


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