Analytical Solution for Soil Settlements Due to Quasi-rectangular Shield Tunneling.
- Published in:
- Railway Standard Design, 2024, v. 68, n. 3, p. 172, doi. 10.13238/j.issn.1004-2954.202208180002
- By:
- Publication type:
- Article
Works by LIU Nianwu
Results: 7
1
2
Investigation of Three-Dimensional Deformation Behavior due to Long and Large Excavation in Soft Clays.
- Published in:
- Advances in Civil Engineering, 2019, p. 1, doi. 10.1155/2019/4187417
- By:
- Publication type:
- Article
3
富水粉细砂层盾构接收综合施工方法.
- Published in:
- Urban Mass Transit, 2024, v. 27, n. 12, p. 159, doi. 10.16037/j.1007-869x.2024.12.026
- By:
- Publication type:
- Article
4
Bayesian-Based Standard Values of Effective Friction Angle for Clayey Strata.
- Published in:
- Symmetry (20738994), 2025, v. 17, n. 2, p. 176, doi. 10.3390/sym17020176
- By:
- Publication type:
- Article
5
Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements.
- Published in:
- Underground Space (2096-2754), 2022, v. 7, n. 5, p. 882, doi. 10.1016/j.undsp.2021.12.011
- By:
- Publication type:
- Article
6
Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou.
- Published in:
- Underground Space (2096-2754), 2022, v. 7, n. 2, p. 219, doi. 10.1016/j.undsp.2021.07.006
- By:
- Publication type:
- Article
7
Random Responses of Shield Tunnel to New Tunnel Undercrossing Considering Spatial Variability of Soil Elastic Modulus.
- Published in:
- Applied Sciences (2076-3417), 2024, v. 14, n. 9, p. 3949, doi. 10.3390/app14093949
- By:
- Publication type:
- Article