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contributor authorChin Jian Leo
date accessioned2017-05-08T21:27:56Z
date available2017-05-08T21:27:56Z
date copyrightMarch 2004
date issued2004
identifier other%28asce%291090-0241%282004%29130%3A3%28316%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52477
description abstractThis paper shows the development of a series of closed-form solutions of equal strain consolidation in the presence of a vertical drain with smear and well resistance. Using an approach that considers the effects of both the radial and vertical drainage in a fully coupled fashion, solutions are obtained for the excess pore pressure and the degree of consolidation in the compressible soil subjected to a step- or ramp-loading situation. The closed-form solutions in the present paper may be evaluated in an electronic spreadsheet on a standard personal computer.
publisherAmerican Society of Civil Engineers
titleEqual Strain Consolidation by Vertical Drains
typeJournal Paper
journal volume130
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2004)130:3(316)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 003
contenttypeFulltext


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