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Mechanism of gush disasters caused by structural failure of shield tunnel through water-rich sand stratum: A 3D MPM Study Combining Point Cloud Data Processing Method
Experimental and analytical investigation of the mechanical behavior of deformed segmental tunnel linings strengthened by stainless steel corrugated plate
Discussion: Modelling ground and tunnel response to water-soil gushing in stratified soil Zheng, G., Qiu, H.M., Zhang, T.Q., Cheng, H.Y., Diao, Y, Wang, K. Tunnelling and underground space, March 2025, https://doi.org/10.1016/j.tust.2025.106583
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