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contributor authorGuan-Bao
contributor authorYe
contributor authorZhen
contributor authorZhang
contributor authorJie
contributor authorHan
contributor authorHao-Feng
contributor authorXing
contributor authorMao-Song
contributor authorHuang
contributor authorPei-Lin
contributor authorXiang
date accessioned2017-05-08T21:37:49Z
date available2017-05-08T21:37:49Z
date copyrightOctober 2013
date issued2013
identifier other%28asce%29cf%2E1943-5509%2E0000374.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57972
description abstractA combined ground-improvement method has recently been adopted for embankments on soft soil that involves the use of both deep mixed (DM) columns and prefabricated vertical drains (PVDs) to increase the bearing capacity and accelerate the consolidation of the soft soil. A well-instrumented embankment was constructed in a field using this ground-improvement method to verify its performance. Three- (3D) and two-dimensional (2D) finite-element analyses were conducted to evaluate the performance of an embankment constructed over soft soil improved by the DM columns and PVDs. In the 2D analysis, a plane-strain conversion method was used to simulate the 3D condition. The finite-element software
publisherAmerican Society of Civil Engineers
titlePerformance Evaluation of an Embankment on Soft Soil Improved by Deep Mixed Columns and Prefabricated Vertical Drains
typeJournal Paper
journal volume27
journal issue5
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000369
treeJournal of Performance of Constructed Facilities:;2013:;Volume ( 027 ):;issue: 005
contenttypeFulltext


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