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Volume 25 Issue 6
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LIU Ganbin, XIE Kanghe, SHI Zuyuan, XU Yang. Analysis of stress and displacement around a deep circular tunnel in transversely isotropic soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 727-731.
Citation: LIU Ganbin, XIE Kanghe, SHI Zuyuan, XU Yang. Analysis of stress and displacement around a deep circular tunnel in transversely isotropic soil[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 727-731.
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Analysis of stress and displacement around a deep circular tunnel in transversely isotropic soil

  • 1.Institute of Geotechnical Engineering Zhejiang Univ. Hangzhou 310027 China 2.Zhejiang Architectural Design Research Institute Hangzhou 310006 China

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  • Published Date: November 20, 2003
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  • Based on Biot’s theory of consolidation, the timedependent analytical solutions of stress,displacement and pore pressure induced by circular tunnel excavation in a transversely isotropic and saturated soil are obtained in the Laplace transform domain. The results of numerically inverse Laplace transform are used to analyze the influences of boundary condition of tunnel and transversely isotropic property of soil on the stress,displacement and pore pressure.
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