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越江隧道泵房冻结施工三维数值模拟
引用本文:李大勇,赵少飞,胡向东.越江隧道泵房冻结施工三维数值模拟[J].岩土力学,2004,25(Z1):67-70.
作者姓名:李大勇  赵少飞  胡向东
作者单位:1. 山东科技大学土木建筑学院,山东,泰安,271019
2. 同济大学地下系,上海,200092
基金项目:中国博士后科学基金(200333333),国家自然基金资助项目(50279018)
摘    要:上海市复兴东路越黄浦江隧道工程,在南线和北线隧道内各设置一个泵房,其中泵房开挖土体,采用冻结法施工,为了保土体证开挖过程冻结壁的安全性,采用三维有限差分法FLAC3D,对整个施工过程进行了数值模拟,针对不同开挖方式,分析了开挖过程中冻土壁的力学变化,并对保证冻结安全的施工措施进行了分析,提出了指导施工的合理化建议。

关 键 词:隧道  泵房  冻结法  数值模拟
文章编号:1000-7598-(2004)增刊-0067-04
修稿时间:2004年7月16日

3D numerical simulation of freezing method for pump room of tunnel through the bottom of the Huangpu River
LI Da-yong,ZHAO Shao-fei,HU Xiang-dong.3D numerical simulation of freezing method for pump room of tunnel through the bottom of the Huangpu River[J].Rock and Soil Mechanics,2004,25(Z1):67-70.
Authors:LI Da-yong  ZHAO Shao-fei  HU Xiang-dong
Institution:LI Da-yong1,ZHAO Shao-fei1,HU Xiang-dong2
Abstract:The twin tunnels through Shanghai Huangpu River have a pump room respectively. Freezing method is adopted as the retaining structure for soil excavating in pump room. In order to ensure the safety of construction of pump room, the 3D difference code: FLAC3D is employed for simulating the process of soil excavation in pump rooms. Considering the excavation steps, the mechanical mechanism of frozen wall is studied. Finally, the measures assuring the safety of construction are also investigated, and the reasonable advice guiding the construction is proposed.
Keywords:tunnel  pump room  freezing method  numerical simulation
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