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- W4212889739 abstract "This paper presents a case study of investigating the cause of tunnel damages during tunneling in silty clay, in which the damages are existed in both ground surface and tunnel lining. The study is implemented by field investigation and numerical back analysis to determine the cause of tunnel damages, in which the field observed funnel-shaped surface subsidence of ground and surrounding soil moving to the tunnel are considered as softening soil body from ground surface until surrounding rocks in the numerical model, and the material parameters of the field monitored softening soil body are respectively taken as 0.8 times and 0.6 times of the original ones. This work confirms that the field observed tunnel damages during tunneling in silty clay can be numerically simulated, which is significantly influenced by the field monitored softening soil body from ground surface until surrounding rocks." @default.
- W4212889739 created "2022-02-24" @default.
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- W4212889739 date "2022-07-01" @default.
- W4212889739 modified "2023-10-13" @default.
- W4212889739 title "Determining the cause of tunnel damages during tunneling in silty clay" @default.
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- W4212889739 doi "https://doi.org/10.1016/j.engfailanal.2022.106156" @default.
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