Retaining Structures with Double-row Piles used in Super Soft Soil Foundation Pit

被引：0

作者：

Chen Junsheng ^{[1
]}

Liu Shuzhuo ^{[1
]}

Mo Haihong ^{[1
]}

机构：

[1] S China Univ Technol, Dept Civil Engn, Guangzhou 510640, Peoples R China

来源：

2013 FOURTH INTERNATIONAL CONFERENCE ON DIGITAL MANUFACTURING AND AUTOMATION (ICDMA) | 2013年

关键词：

Deep pit excavation; Double-row pile; Super soft soil;

D O I：

10.1109/ICDMA.2013.275

中图分类号：

TP [自动化技术、计算机技术];

学科分类号：

0812 ;

摘要：

Foundation pit in Nansha Region, Guangzhou was adopted to introduce the control factors in super soft soil when using retaining structures with double-row piles. The design and construction plan of double-row piles used in super soft soil were introduced. The actual construction effect indicate the retaining structures with double-row piles is feasible in super soft soil, and improvement of foundation pit using mixing pile is necessary for soft soil region.

引用

页码：1164 / 1167

页数：4

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[4]

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[5]

Yang Li Li, 2008, LEVEL DOUBLE PILE RE

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Yongjian Liu, 2010, GUANGDONG U TECHNOLO, V27, P21

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Xiao, Shiguo ;

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BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 76 (01) :309-321

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