Model tests on geotextile-encased granular columns under 1-g and undrained conditions

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Title:	Model tests on geotextile-encased granular columns under 1-g and undrained conditions
Authors:	Yung-Shan Hong;Cho-Sen Wu;Yi-Sheng Yu
Keywords:	Geotextile;Model test;Encased sand column;Soft clay;Experimental test;Similarity analysis
Date:	2016-02
Issue Date:	2017-07-04 02:11:24 (UTC+8)
Publisher:	Elsevier Ltd
Abstract:	This paper investigates the effects of encasement stiffness and strength on the response of individual geotextile encased granular columns embedded in soft soil through model tests. Similarity analysis was first executed to determine the suitable properties of the constituents used in the model tests to ensure that the prototype-scale and model-scale geotextile encased granular columns exhibit comparable behaviour.
Relation:	Geotextiles and Geomembranes 44(1), p.13–27
DOI:	10.1016/j.geotexmem.2015.06.006
Appears in Collections:	[Graduate Institute & Department of Civil Engineering] Journal Article

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