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2023-11-26 16:49| 来源: 网络整理| 查看: 265

[1] Xueyuan Guo, Mingju Zhang, Zheng Li, Pengfei Li. Semi-analytical solutions of ultimate load for a rectangular concrete-filled tubular column subjected to eccentric compression[J]. European Journal of Environmental and Civil Engineering. 2018, 24(10). DOI: 10.1080/19648189.2018.1482791.

[2] Mingju Zhang, Zhenbo Zhang, Zheng Li, et al. Axisymmetric Arc Sliding Method of Basal Heave Stability Analysis for Braced Circular Excavations[J]. Symmetry, 2018, 10:5(170): 1-18.

[3] Ming-ju Zhang, Zhen-bo Zhang, Meng Yang. A Three-Dimensional Axisymmetric Arc Sliding Method for Checking Basal Heave Stability of Circular Foundation Pits[C]//Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering. Springer, Singapore, 2018: 116-124.

[4] Tao Wan, Pengfei Li, Hong Zheng, Mingju Zhang. An analytical model of loosening earth pressure in front of tunnel face for deep-buried shield tunnels in sand[J]. Computers and Geotechnics. 2019, 115. DOI: 10.1016/j.compgeo.2019.103170.

[5] Mingju Zhang, Zhitian Xie, Pengfei Li. Experimental and numerical investigation on the bearing capacity of disconnectable coupling (DC) joints for prestressed internal bracing in subway excavations[J]. Tunnelling and Underground Space Technology. 2020, 104. DOI: 10.1016/j.tust.2020.103501.

[6] Mingju Zhang, Meng Yang, Pengfei Li, et al. Mechanical Behaviors of a Symmetrical Bolt Fasten Wedge Active Joint for Braced Excavations [J]. Symmetry-Basel, 2020, 12(01): 140, 1-21.

[7] Mingju Zhang, Shaohua Li, Pengfei Li. Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel. Computers and Geotechnics. 2020, 118: 103325.

[8] Shaohua Li, Pengfei Li, Mingju Zhang, Yi Liu. Influence of approaching excavation on adjacent segments for twin tunnels. Applied Sciences. 2020, 10, 98.

[9] Shaohua Li, Pengfei Li, Mingju Zhang. Analysis of additional stress for a curved shield tunnel. Tunnelling and Underground Space Technology. 2021, 107: 103675.



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