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大断面浅埋地铁施工对地表影响的模型试验
引用本文:孟凡磊,张东,童建军.大断面浅埋地铁施工对地表影响的模型试验[J].路基工程,2011,0(5):100-102.
作者姓名:孟凡磊  张东  童建军
作者单位:1.山东省交通设计规划院,济南 250031
摘    要:以广州地铁站前停车线为工程背景,通过室内大比例相似模型试验,结合数值模拟计算,研究大断面浅埋地铁在上下台阶法不同开挖步骤中产生的洞周位移、地表和地层的位移响应。结果表明:通过相应的辅助工法和合理的施工工序,台阶法能有效控制上台阶开挖引起的洞周位移和地表沉降,从而控制整个隧道开挖对周边环境的影响,保证隧道快速、安全施工。

关 键 词:地铁    台阶法    地表位移    地层位移    洞周位移
收稿时间:2019-11-08

Model Test on Ground Surface Impact Caused by Large-section Shallow-buried Metro Construction
Authors:MENG Fan-lei  ZHANG Dong  TONG Jian-jun
Institution:1.Shandong Provincial Communications Planning and Design Institute,Jinan 250031,China; 2.Southwest Jiaotong University E' mei Campus,E' mei Mountain 614200,Sichuan,China)
Abstract:Taking stop line engineering of Guangzhou Metro Station for example,through similar indoor large-scale model test,combined with numerical simulation,the convergence of tunnel perimeter,displacement response of ground surface and stratum during excavation of large-section shallow-buried metro by benching tunneling method are studied.The results show that through the corresponding auxiliary construction method and reasonable construction procedures,benching tunneling method can effectively control convergence of tunnel perimeter and ground surface settlement caused by upper bench excavation,and thus reduces the impact on ambient environment to ensure rapid and safe construction.
Keywords:metro  bench method  ground surface displacement  stratum displacement  convergence of tunnel perimeter
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