Consolidation analysis of clayey deposits under vacuum pressure with horizontal drains

被引：109

作者：

Chai, Jinchun ^{[1
,2
]}

Horpibulsuk, Suksun ^{[3
]}

Shen, Shuilong ^{[4
,5
]}

Carter, John P. ^{[6
]}

机构：

[1] Saga Univ, Grad Sch Sci & Engn, Saga 8408502, Japan

[2] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200030, Peoples R China

[3] Suranaree Univ Technol, Sch Civil Engn, Nakhon Ratchasima 30000, Thailand

[4] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200240, Peoples R China

[5] State Key Lab Ocean Engn, Shanghai 200240, Peoples R China

[6] Univ Newcastle, Fac Engn & Built Environm, Callaghan, NSW 2308, Australia

来源：

GEOTEXTILES AND GEOMEMBRANES | 2014年 / 42卷 / 05期

关键词：

Vacuum consolidation; Prefabricated horizontal drain; Dredged mud; Consolidation settlement; PREFABRICATED VERTICAL DRAINS; SOIL; EMBANKMENTS;

D O I：

10.1016/j.geotexmem.2014.07.001

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A method has been developed for the consolidation analysis of dredged mud or clayey soil deposits containing strip-type, prefabricated horizontal drains (PHDs), based on either the axisymmetric or plane strain unit cell theory. An approximate consolidation theory has also been proposed for a surface soil layer subjected to vacuum pressure applied through the PHDs at a shallow depth from the surface. The proposed method and the consolidation theory have then been applied to the analysis of a field project in Japan involving dredged mud consolidated by vacuum pressure with PHDs. By comparing the field-measured and analyzed results in terms of water content distributions with depth and the thickness variation of the deposit, the usefulness of the proposed method has been demonstrated. (C) 2014 Elsevier Ltd. All rights reserved.

引用

页码：437 / 444

页数：8

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