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收稿日期: 2007-04-04
修回日期: 2007-05-15
网络出版日期: 2010-04-20
The Risk Analysis of Underpinning to Pile Foundation
in the Stretch Between Guomao Station and Dajuyuan
Station on Line 1 of Shenzhen Metro
Received date: 2007-04-04
Revised date: 2007-05-15
Online published: 2010-04-20
深圳地铁一号线国大段下穿百货广场大楼，遇到18 900kN的桩基托换，如此大吨位的桩基托换在国内外尚属首例，因此设计、施工均存在很大风险.首先介绍风险分析理论，并在此基础上进行国大段特大轴力桩基托换的风险分析。
李冬梅 , 仇文革 . 基于深圳地铁一号线国大段特大轴力桩基托换的风险管理[J]. 隧道建设, 2007 , 27(增刊) : 582 -585 . DOI: B
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.
Key words： ; risk analysis ; risk management ; underpinning to pile foundation
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