高地应力煤系软岩地层隧道大变形控制研究  

Study on controlling large deformation of weak host rock tunnel under high ground stress

作　　者：王永红[1] 齐文彪[2] 

机构地区：[1]北京交通大学隧道与地下工程教育部工程研究中心,北京100044 [2]吉林省水利水电勘测设计研究院,吉林长春130021

出　　处：《北京交通大学学报》2013年第1期16-20,共5页JOURNAL OF BEIJING JIAOTONG UNIVERSITY

基　　金：科技部国际合作项目资助(C09B400010);北京市自然基金资助项目(C09E300020);国家"973"计划项目资助(2009CB100021);中央高校基本科研业务费专项资金资助(2011JBZ008)

摘　　要：针对复杂条件下高地应力煤系软岩地层隧道大变形和施工难点,采用理论分析、数值模拟和现场实验等多种手段进行了综合研究,形成了对高地应力煤系软岩地层隧道围岩大变形合理控制施工和支护的关键技术,工程试验和实践表明,该方案取得了有效控制围岩大变形的良好效果.For the difficult problems and large deformation of tunneling in the weak rocks of coal measures strata under complex high ground stress,various methods,such as the theoretical analysis,numerical simulation and we field experiment were used to conduct the comprehensive research,and we formed a key technology of controlling the deformation by effective operation and support measures.The practice and experiments showed that a good result of control the large deformation had been made by using the key technology.

关 键 词：软弱地层 高地应力 大变形 控制技术 

分 类 号：U455.2[建筑科学—桥梁与隧道工程] TU443[交通运输工程—道路与铁道工程]