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- W4224443360 abstract "Most of urban ground collapses and tunnel failures are caused by joint leakage of shield tunnel lining. This paper conducts a series of model tests and particle flow simulations aiming to investigate the geo-hazards and explore the associated failure mechanism due to tunnel leaking. Based on critical width of leaky joint, taking leaky joint location, overburden depth and height of overlying water level as influencing factors, the settlement of the sand layer and the law of the water and sand loss is effectively predicted. Then, the focus is on designing a seepage tracer device to explore the distribution of the seepage field and its flow line variation. Finally, the particle flow numerical model of tunnel-sand is employed for the soil arching effect and flow line changes during seepage erosion to discover the fine scale influences of sand particle migration and loss around the shield tunnel on the surrounding environment." @default.
- W4224443360 created "2022-04-27" @default.
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- W4224443360 date "2022-08-01" @default.
- W4224443360 modified "2023-10-16" @default.
- W4224443360 title "Experimental study for joint leakage process of tunnel lining and particle flow numerical simulation" @default.
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- W4224443360 doi "https://doi.org/10.1016/j.engfailanal.2022.106348" @default.
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