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contributor authorJana, Amalesh
contributor authorStuedlein, Armin W.
date accessioned2026-08-20T10:56:03Z
date available2026-08-20T10:56:03Z
date copyright2025/09/19
date issued2025
identifier otherJGGEFK.GTENG-13721.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311463
description abstractAbstractThis study outlines a probabilistic cyclic shear strain-based procedure for the determination of the minimum shear strain, γcl, required to initiate liquefaction in gravelly soils. The proposed formulation accounts for the influence of void ratio ...
publisherAmerican Society of Civil Engineers
titleExcess Pore Pressure Generation and Liquefaction of Gravelly Soil
typeJournal Article
journal volume151
journal issue12
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/JGGEFK.GTENG-13721
journal fristpage04025148-1
journal lastpage04025148-20
page20
treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012
contenttypeFulltext


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