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contributor authorAdrian F. Hyde
contributor authorToru Higuchi
contributor authorKazuya Yasuhara
date accessioned2017-05-08T21:28:52Z
date available2017-05-08T21:28:52Z
date copyrightApril 2007
date issued2007
identifier other%28asce%291090-0241%282007%29133%3A4%28416%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53126
description abstractLow plasticity silts are liquefiable and the dissipation of pore pressures after an earthquake will be accompanied by densification and compression of the soil skeleton. Anisotropic rather than isotropic stress distributions are commonly found to exist in slopes or silty fills placed under
publisherAmerican Society of Civil Engineers
titlePostcyclic Recompression, Stiffness, and Consolidated Cyclic Strength of Silt
typeJournal Paper
journal volume133
journal issue4
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2007)133:4(416)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
contenttypeFulltext


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