2D and 3D Numerical Modeling of Combined Surcharge and Vacuum Preloading with Vertical Drains

dc.contributor.author	Cholachat Rujikiatkamjorn
dc.contributor.author	Buddhima Indraratna
dc.contributor.author	Jian Chu
dc.date.accessioned	2017-05-08T21:32:05Z
dc.date.available	2017-05-08T21:32:05Z
dc.date.copyright	March 2008
dc.date.issued	2008
dc.identifier.other	%28asce%291532-3641%282008%298%3A2%28144%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/55151
dc.description.abstract	This paper presents a three-dimensional (3D) and two-dimensional (2D) numerical analysis of a case study of a combined vacuum and surcharge preloading project for a storage yard at Tianjin Port, China. At this site, a vacuum pressure of
dc.publisher	American Society of Civil Engineers
dc.title	2D and 3D Numerical Modeling of Combined Surcharge and Vacuum Preloading with Vertical Drains
dc.type	Journal Paper
dc.journal.volume	8
dc.journal.issue	2
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/(ASCE)1532-3641(2008)8:2(144)
dc.tree	International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
dc.contenttype	Fulltext