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contributor authorS. K.
contributor authorTewatia
contributor authorPratima Rani
contributor authorBose
contributor authorAsuri
contributor authorSridharan
date accessioned2017-05-08T21:45:33Z
date available2017-05-08T21:45:33Z
date copyrightAugust 2013
date issued2013
identifier other%28asce%29gm%2E1943-5622%2E0000225.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61614
description abstractFastest curve-fitting procedures are proposed for vertical and radial consolidations for rapid loading methods. In vertical consolidation, the next load increment can be applied at 50–60% consolidation (or even earlier if the compression index is known). In radial consolidation, the next load increment can be applied at just 10–15% consolidation. The effects of secondary consolidation on the coefficient of consolidation and ultimate settlement are minimized in both cases. A quick procedure is proposed in vertical consolidation that determines how far
publisherAmerican Society of Civil Engineers
titleFastest Rapid Loading Methods of Vertical and Radial Consolidations
typeJournal Paper
journal volume13
journal issue4
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000213
treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 004
contenttypeFulltext


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