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盾构过地铁站施工对地表沉降影响的数值模拟
引用本文:陶龙光,刘波,丁城刚,卓发成,赵德刚,李志南.盾构过地铁站施工对地表沉降影响的数值模拟[J].中国矿业大学学报,2003,32(3):236-240.
作者姓名:陶龙光  刘波  丁城刚  卓发成  赵德刚  李志南
作者单位:1. 中国矿业大学力学与建筑工程学院,北京,100083
2. 上海隧道局盾构公司,上海,200032
3. 广州市地下铁道设计研究院,广州,广东,510010
摘    要:采用FLAC^3D软件,以拟建的广州地铁3^#线典型车站为例,对盾构过站,扩挖成站施工引起的地表沉降规律进行了数值模拟,研究了不同工况盾构双隧道过站施工对地面带来的影响;并在此基础上采取不同加固土体措施情况下,模拟了扩挖建站对地面变形的影响程度.研究结果对盾构直接过站方案是一种技术支持,作为盾构过站施工对地表沉降影响预测的方法,可为我国盾构法技术的扩大应用提供部分理论依据和参考.

关 键 词:地铁  盾构法施工  地表沉降规律  数值模拟  地面变形  软土隧道
文章编号:1000-1964(2003)03-0236-05
修稿时间:2002年7月5日

Numerical Simulation of Ground Settlement due to Constructing Metro-Station Based on Shield Tunneling
TAO Long\|guang ,LIU Bo ,DING Cheng\|gang ,ZHUO Fa\|cheng ,ZHAO De\|gang ,LI Zhi\|nan.Numerical Simulation of Ground Settlement due to Constructing Metro-Station Based on Shield Tunneling[J].Journal of China University of Mining & Technology,2003,32(3):236-240.
Authors:TAO Long\|guang  LIU Bo  DING Cheng\|gang  ZHUO Fa\|cheng  ZHAO De\|gang  LI Zhi\|nan
Affiliation:TAO Long\|guang 1,LIU Bo 1,DING Cheng\|gang 1,ZHUO Fa\|cheng 2,ZHAO De\|gang 3,LI Zhi\|nan 3
Abstract:According to the typical metro\|station of the Guangzhou metro line 3 # to be constructed, the FLAC 3D codes was adopted and the numerical simulation of the ground settlement due to expanding metro\|station on the basis of shield\|constructed tunnels was presented. The influence on ground settlement due to the two\|tunnel shielding construction in different construct methods was also simulated. Finally, the range of the ground settlement as a result of expanding metro\|station was studied when using different reinforcement measures. This investigation is a technique support for constructing the metro\|stations by expanding shielding tunnels directly and provides a method to predict the ground movement. It will also undoubtedly offer theoretical reference for promoting the shielding construction.
Keywords:metro\|station  shielding construction  ground movement  FLAC    3D  numerical simulation
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