FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA

Shui Weihou; Liang Yonghui; Zhan Jinlin

doi:10.13204/j.gyjz200904020

Volume 39 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(4): 88-92

Shui Weihou, Liang Yonghui, Zhan Jinlin. FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 88-92. doi: 10.13204/j.gyjz200904020

Citation:

Shui Weihou, Liang Yonghui, Zhan Jinlin. FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 88-92. doi: 10.13204/j.gyjz200904020

Shui Weihou, Liang Yonghui, Zhan Jinlin. FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 88-92. doi: 10.13204/j.gyjz200904020

Citation:

Shui Weihou, Liang Yonghui, Zhan Jinlin. FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 88-92. doi: 10.13204/j.gyjz200904020

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FULL-SCALE LARGE FIELD TESTS OF PILE-RAFT IN SOFT SOIL AREA

doi: 10.13204/j.gyjz200904020

1.
Shenyuan Geotechnical Co.,Ltd.,Xiandai Architectural Design Group,Shanghai 200011,China

Received Date: 2009-01-07
Publish Date: 2009-04-20

Abstract

Abstract

An in-situ test of a supergiant pile-raft was performed.During the experiment,a great variety of monitoring instruments were embedded to monitor the deformation of the raft,reaction of the piles,soil pressures in several vertical and laminar displacements.Some important rules about pile-raft foundation are achieved,and some questions of the testing are discussed.Also some shortages of the monitoring instruments are presented.
- raft,
- pile-raft foundation,
- in situ testing,
- static load test,
- monitoring,

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References(6)

References

张季如.大规模带桩筏基模拟研究试验[J].岩土工程学报,1992,14(6):18-89;

[2] 杨敏.上部结构与桩筏基础共同作用的理论与试验研究[J].岩土工程师,1991,3(8):57-60;

[3] 刘金砺.桩基研究与应用岩土进展浅析[J].施工技术,2000,29(9):2-4;

[4] 裴捷,水伟厚,曹晖.上海软土地基长桩荷载传递新模型[J].工业建筑.2005,35(7):50-54,49;

[5] 刘前曦,侯学渊,筏-桩-土共同作用分析方法[J].同济大学学报,1996,24(6):625-630;

[6] 程泽海,凌道盛,陈云敏,桩筏基础在竖向荷载作用下的时间效应[J].土木工程学报,2000,37(2):73-77.

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