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contributor authorR. Dobry
contributor authorS. Thevanayagam
contributor authorC. Medina
contributor authorR. Bethapudi
contributor authorA. Elgamal
contributor authorV. Bennett
contributor authorT. Abdoun
contributor authorM. Zeghal
contributor authorU. El Shamy
contributor authorV. M. Mercado
date accessioned2017-05-08T21:47:01Z
date available2017-05-08T21:47:01Z
date copyrightFebruary 2011
date issued2011
identifier other%28asce%29gt%2E1943-5606%2E0000426.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62191
description abstractThis paper examines in detail the mechanics of lateral spreading observed in a full-scale test of a sloping saturated fine sand deposit, representative of liquefiable, young alluvial and hydraulic fill sands in the field. The test was conducted using a 6-m tall inclined laminar box shaken at the base. At the end of shaking, nearly the whole deposit was liquefied, and the ground surface displacement had reached 32 cm. The presented analysis of lateral spreading mechanics utilizes a unique set of lateral displacement results,
publisherAmerican Society of Civil Engineers
titleMechanics of Lateral Spreading Observed in a Full-Scale Shake Test
typeJournal Paper
journal volume137
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000409
treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 002
contenttypeFulltext


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