| 各向异性黏弹性隧道开挖位移时变解析解 |
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| 引用本文： | 李镜培,饶平平,张述涛.各向异性黏弹性隧道开挖位移时变解析解[J].哈尔滨工业大学学报,2011,43(4):94-98. |
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| 作者姓名： | 李镜培 饶平平 张述涛 |
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| 作者单位： | 同济大学岩土及地下工程教育部重点实验室;同济大学地下建筑与工程系;同济大学岩土及地下工程教育部重点实验室;同济大学地下建筑与工程系;同济大学岩土及地下工程教育部重点实验室;同济大学地下建筑与工程系 |
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| 基金项目： | 上海市科技攻关计划资助项目(09231200900) |
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| 摘 要： | 针对各向异性初始应力状态(侧压力系数K0不等于1)的岩体隧道开挖问题,假定开挖岩体为Max-well黏弹性模型,从各向异性条件下围岩位移解答出发,通过对应性原理求解圆形隧道施工开挖过程中的围岩位移时变解,探讨各因素对围岩位移的影响.结果表明:对于隧道顶点,当各向异性参数(侧压力系数)K0＞1时,先是向围岩方向产生位移,...
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| 关 键 词： | 各向异性 黏弹性 隧道开挖 时变 |
Time-varying displacement analytical solution of anisotropic visco-elastic tunnel excavation |
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| LI Jing-pei,RAO Ping-ping and ZHANG Shu-tao.Time-varying displacement analytical solution of anisotropic visco-elastic tunnel excavation[J].Journal of Harbin Institute of Technology,2011,43(4):94-98. |
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| Authors: | LI Jing-pei RAO Ping-ping and ZHANG Shu-tao |
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| Affiliation: | Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University, 200092 Shanghai,China;Department of Geotechnical Engineering,Tongji University, 200092 Shanghai,China;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University, 200092 Shanghai,China;Department of Geotechnical Engineering,Tongji University, 200092 Shanghai,China;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University, 200092 Shanghai,China;Department of Geotechnical Engineering,Tongji University, 200092 Shanghai,China |
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| Abstract: | Based on the Maxwell visco-elastic constitutive model and the solution of the anisotropic displacement for surrounding rock,the time-varying analytical solution of anisotropic visco-elastic tunnel excavation are presented through the correspondence principle.The anisotropic stress state means that the lateral earth press coefficient does not equal to 1 in this paper.A variety of ingredients on the displacement of surrounding rock are discussed.The results show that when the anisotropic parameter K0>1,the summit of tunnel will move in the direction of surrounding rock and then change to the opposite direction due to the rheological effect.However,the displacement will generate in the direction of inner tunnel when K0≤1,and the time-varying displacement gradually increases with the decreasing of K0.For the midpoint of the tunnel,the influence of the anisotropic parameter is just opposite to the summit displacement of tunnel.Moreover,the time-varying displacement of surrounding rock would increase with the increase of excavation speed and acceleration.The shear modulus and viscosity also have some influences on the time-varying displacement of surrounding rock. |
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| Keywords: | anisotropy visco-elasticity tunnel excavation time-varying |
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