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   CN 44-1745/U

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The Risk Analysis of Underpinning to Pile Foundation
in the Stretch Between Guomao Station and Dajuyuan
Station on Line 1 of Shenzhen Metro

  • LI Dong-Mei ,
  • Chou-Wen-Ge
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  • School of Civil Engineering| Southwest Jiaotong University| Chengdu 610031

Received date: 2007-04-04

  Revised date: 2007-05-15

  Online published: 2010-04-20

Abstract

 Underpinning to pile foundation of 18900kN pressure which has not been met in and out of China before, happened to the building of General Merchandise Between Guomao Station and Dajuyuan Station on line 1 of Shenzhen metro. Based on the theory of risk management, the risk of underpinning to the pile foundation is presented in this paper.

Cite this article

LI Dong-Mei , Chou-Wen-Ge . The Risk Analysis of Underpinning to Pile Foundation
in the Stretch Between Guomao Station and Dajuyuan
Station on Line 1 of Shenzhen Metro[J]. Tunnel Construction, 2007
, 27(增刊) : 582 -585 . DOI: B

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