Three-dimensional back-analysis method for the mechanical parameters of the new ground ahead of a tunnel face

M. Hisatake; Y. Hieda

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Three-dimensional back-analysis method for the mechanical parameters of the new ground ahead of a tunnel face

机译：隧道工作面前新地面力学参数的三维反分析方法

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In order to evaluate the mechanical characteristics of the new ground ahead of a tunnel face, a three-dimensional back-analysis method is proposed. The values for the modulus of elasticity, Poisson's ratio, and the six components of the initial stress lev

机译：为了评估隧道面前新地面的力学特性，提出了一种三维反分析方法。弹性模量，泊松比和初始应力lev的六个分量的值

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来源
《Tunnelling and underground space technology》 |2008年第4期|p.373-380|共8页
作者
M. Hisatake; Y. Hieda;
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作者单位

Department of Civil and Environmental Engineering, Faculty of Science and Engineering, Kinki University, Kowakae 3-4-1, Higashi-Osaka, Osaka 577-8502, Japan;

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原文格式 PDF
正文语种 eng
中图分类地下建筑;
关键词
back analysis; three dimensions; finite element analysis; modulus of elasticity; poisson's ratio; initial stress; iteration procedure; secant method;

机译：反分析;三维;有限元分析;弹性模量;泊松比;初始应力;迭代程序;割线法;

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Three-dimensional back-analysis method for the mechanical parameters of the new ground ahead of a tunnel face

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