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大断层区隧洞TBM施工超前注浆加固计算
引用本文:佘成学,卢薇,黄祥志.大断层区隧洞TBM施工超前注浆加固计算[J].武汉大学学报(工学版),2005,38(3):36-40.
作者姓名:佘成学  卢薇  黄祥志
作者单位:武汉大学水资源与水电工程科学国家重点实验室,湖北,武汉,430072
基金项目:国家“十五”攻关项目(编号:ZZ0203030203).
摘    要:利用三维有限元方法,计算研究大型断层区超前注浆加固后在TBM开挖过程中隧洞变形稳定情况.通过一系列算例计算,分别考察了隧洞埋深、注浆加固环力学特性和厚度、断层材料的力学特性等对隧洞变形稳定的影响情况,从而加深了对大断层区注浆加固规律性的认识,得出的结论可用于指导大断层区隧洞TBM施工超前注浆加固工作以及今后的研究工作.

关 键 词:TBM  超前注浆  有限元
文章编号:1671-8844(2005)03-036-05
修稿时间:2004年11月5日

Pre-grouting calculation of tunnel in big fault zone under TBM excavation
She Cheng-xue,LU Wei,HUANG Xiang-zhi.Pre-grouting calculation of tunnel in big fault zone under TBM excavation[J].Engineering Journal of Wuhan University,2005,38(3):36-40.
Authors:She Cheng-xue  LU Wei  HUANG Xiang-zhi
Abstract:Three-dimensional FEM is used to calculate the deformation and stability of tunnel under tunnel boring machine (TBM) excavation in big fault zone after pre-grouting. A series of calculation is conducted to check influences of many factors such as overburden,mechanical properties and thickness of pre-grouting circularring as well as the mechanical properties of fault on the deformation and stability of tunnel so as to deepen the knowledge of pre\|grouting reinforcement. The conclusions from calculation can provide references for TBM excavation in big fault zone after pre-grouting and for future research.
Keywords:tunnel boring machine (TBM)  pre-grouting  finite element method (FEM)
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