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contributor authorWanjei Cho
contributor authorRichard J. Finno
date accessioned2017-05-08T21:46:32Z
date available2017-05-08T21:46:32Z
date copyrightJanuary 2010
date issued2010
identifier other%28asce%29gt%2E1943-5606%2E0000201.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61955
description abstractThis paper presents the results and analysis of a laboratory investigation of the behavior of lightly overconsolidated compressible Chicago glacial clays over a wide strain range. Each specimen was trimmed from high quality block samples taken from an excavation in Evanston, Illinois. Specimens were instrumented with three sets of bender elements and local LVDTs. After
publisherAmerican Society of Civil Engineers
titleStress-Strain Responses of Block Samples of Compressible Chicago Glacial Clays
typeJournal Paper
journal volume136
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000186
treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
contenttypeFulltext


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