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- [1] Numerical simulation of shield underneath passing a river in shallow water-rich sand layer 2020 2ND INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ENVIRONMENT RESOURCES AND ENERGY MATERIALS, 2021, 634
- [4] Analysis on stability and instability risk of excavation face of shield tunnel in water-rich sand layer Zhongguo Tiedao Kexue/China Railway Science, 2015, 36 (06): : 55 - 62
- [5] Calculation of Limit Support Pressure for EPB Shield Tunnel Face in Water-Rich Sand SYMMETRY-BASEL, 2019, 11 (09):
- [6] Stability Analysis of Excavation Face During Shield Passing Through Adjacent Tunnels Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2020, 33 (01): : 145 - 152
- [8] Computational Limit Analysis of Shield Tunnel Face with a Consideration of Permeability Anisotropy 1717, Science Press (48): : 1717 - 1725
- [9] Upper Bound Limit Analysis of Limit Support Pressure for Shield Excavation Face in Composite Ground Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2021, 53 (02): : 95 - 102