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《Earthquake Engineering and Engineering Vibration》 2004-04
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Numerical simulation of shield tunnel under ground motion taking account of anisotropy of layered soil

Zhu Yanzhi, Zhong Zheng (Department of Engineering Mechanics and Technology, Tongji University, Shanghai 200092, China)  
The anisotropic elastic-plastic model of layered soil is established to analyse the seismic responses of shield tunnel systems in layered soil. The doubly asymptotic multi-directional transmitting boundary for transversely isotropic medium is formed. Based on anisotropic elastic-plastic model of layered soil, the dynamic FEM program of layered, transversely isotropic soil-structure dynamic interaction is developed according to the characteristic of earthquake-resistant design for shield tunnel. To simulate shield tunnel with FEM, various stress-strain models and element models are adopted in the program. The seismic response analysis of the district tunnel of Metro Line No.2 in Shanghai is carried out using the developed FEM program. From analysis results it is shown that the dynamic FEM model of layered, transversely isotropic soil-structure is feasible and applicable. And the results show that it is necessary to take account of anisotropy of layered soil effect in the seismic analysis of shield tunnel system in layered soil.
【Fund】: 国家自然科学基金项目(10072041);; 国家杰出青年科学基金项目(10125209);; 上海市重点学科基金项目;; 高等学校优秀青年教师教学科研奖励计划项目
【CateGory Index】: U451
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