Author:
Liao Junjie,Bai Kun,Xia Yimin,Li Haizhen,Zhao Xianqiong,Xiao Xuemeng,Wang Yang
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials
Reference36 articles.
1. X. L. Lu, Y. C. Zhou, M. S. Huang and S. Zeng, Experimental study of the face stability of shield tunnel in sands under seepage condition, Tunnelling and Underground Space Technology, 74 (2018) 195–205.
2. T. Xu and A. Bezuijen, Analytical methods in predicting excess pore water pressure in front of slurry shield in saturated sandy ground, Tunnelling and Underground Space Technology, 73 (2018) 203–211.
3. F. Zhang, Y. F. Gao, Y. X. Wu and Z. X. Wang, Face stability analysis of large-diameter slurry shield-driven tunnels with linearly increasing undrained strength, Tunnelling and Underground Space Technology, 78 (2018) 178–187.
4. Z. Zizka, B. Schoesser, M. Thewes and T. Schanz, Slurry shield tunneling: new methodology for simplified prediction of increased pore pressures resulting from slurry infiltration at the tunnel face under cyclic excavation processes, International Journal of Civil Engineering, 17(1) (2019) 113–130.
5. R. Jia, F. L. Min, W. Zhu and W. J. Zhang, Study of the formation and supporting principle of filter cake in slurry shield tunneling by particle flow code, Transportation Research Congress 2016: Innovations in Transportation Research Infrastructure (2018) 648–661.
Cited by
5 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献