作者: Xiao-Xue Liu , Ye-Shuang Xu , Wen-Chieh Cheng , Shui-Long Shen , Suksun Horpibulsuk
DOI: 10.1007/S10064-016-0910-6
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摘要: This paper presents a case history where the hydraulic parameters of weathered mylonite fault located in way shield tunneling for Xie-Zhong section on Metro Line No. 7 Guangzhou City were determined using series field pumping tests. The contains fissure groundwater, which would result high potential water ingress during within strata. Therefore, first stage tests involving five wells was initially carried out. To verify validity derived, second four In addition, both an analytical method that involves well-flow calculation fissure-confined aquifer non-orthogonal anisotropic rock mass and numerical simulation based theory equivalent continuum porous media used to derive test data. can provide values conductivity only horizontal plane is not able capture characteristics standalone stratum multi-aquifer system. model, due nature non-uniform strata distribution further divided into sub-regions with different conductivities, according calculated influence radius groundwater drawdown or geological formation. leads estimates are closer real values, enhances our understanding development.