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隧道围岩与衬砌受力特性测试与数值分析

Mechanical property testing and numerical calculating on surrounding rock mass and support system of tunnel

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【作者】 李元松; 李新平; 代翼飞; 彭元平;

【Author】 LI Yuan-song1,2,LI Xin-ping1,DAI Yi-fei1,PENG Yuan-ping3 1.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China;2.School of Environmental and Civil Engineering,Wuhan Institute of Technology,Wuhan 430073,China;3.China Gezhouba Group Corporation,Yichang 443002,China)

【机构】 武汉理工大学土木与建筑学院; 中国葛洲坝集团公司 武汉430070; 武汉工程大学环境与城建学院; 武汉430073; 武汉430070; 宜昌443002;

【摘要】 以工程实例为背景,对隧道洞口段施工过程中围岩的收敛变形、锚杆作用应力、一次衬砌、二次衬砌内的应力与变形以及围岩的压力进行观测,取得大量的试验数据,并结合数值计算结果进行分析,为隧道衬砌设计和施工的安全可靠性提供科学依据和技术指导,并为进一步的工程研究积累资料。

【Abstract】 Taking a tunnel engineering case as background,this paper makes multiple measurements during the construction process of tunnel’s portal section,including convergence deformations of surrounding rocks,stresses of bolts,stresses and deformations of primary and secondary liners,which give a great number of testing data.On this basis,numerical analysis is performed,the results provide reliable and scientific basis for both design and construction salty of the liners.Not only can all this work guide constructing technique of the tunnel under consideration but also accumulate valuable referential data for the projects of the same kind.

  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2007年07期
  • 【分类号】U451.2
  • 【被引频次】39
  • 【下载频次】595
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