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contributor authorEulalio Juárez‐Badillo
contributor authorBenito Chen
date accessioned2017-05-08T20:32:58Z
date available2017-05-08T20:32:58Z
date copyrightOctober 1983
date issued1983
identifier other%28asce%290733-9410%281983%29109%3A10%281303%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19270
description abstractA general nonlinear differential equation for the one‐dimensional consolidation of saturated plastic soils, taking into account the variations of compressibility and permeability of the soil, is integrated by numerical methods and the corresponding consolidation curves are presented. If
publisherAmerican Society of Civil Engineers
titleConsolidation Curves for Clays
typeJournal Paper
journal volume109
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1983)109:10(1303)
treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 010
contenttypeFulltext


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