Ground and tunnel responses induced by partial leakage in saturated clay with anisotropic permeability
作者： D.M. Zhang , L.X. Ma , J. Zhang , P.Y. Hicher , C.H. Juang
DOI: 10.1016/J.ENGGEO.2015.02.005
关键词:
摘要: Finite element analysis was conducted to study the ground and tunnel response to partial tunnel leakage coupled with anisotropic soil permeability, a novel and little-known approach that was developed from in-situ inspections of shield tunnel leakage in the Shanghai Metro system. The ground and tunnel settlements, which were caused by water leaking into the tunnel, significantly degraded both the serviceability and safety of the tunnel and its surroundings. In a typical analysis, such leakage is commonly assumed to be uniform along …
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sci-hub.se 参考文章(34)
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