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contributor authorMarika Santagata
contributor authorJohn T. Germaine
contributor authorCharles C. Ladd
date accessioned2017-05-08T21:28:45Z
date available2017-05-08T21:28:45Z
date copyrightJanuary 2007
date issued2007
identifier other%28asce%291090-0241%282007%29133%3A1%2872%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53018
description abstractThis paper addresses the small-strain undrained shear behavior of clays based on an extensive testing program conducted on normally consolidated resedimented Boston blue clay (RBBC). The uniformity and reproducibility in the behavior of this soil permit a detailed study of the role of consolidation stress level, preshear consolidation stress path, preshear lateral stress ratio
publisherAmerican Society of Civil Engineers
titleSmall-Strain Nonlinearity of Normally Consolidated Clay
typeJournal Paper
journal volume133
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2007)133:1(72)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
contenttypeFulltext


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