A 3D torus-slice model for limit equilibrium analysis of shield tunnel face under soil arching effect
Bibliographic record
Abstract
No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.
Source: Not provided · Quality: missing
Research context
OpenAlex topics: Geotechnical Engineering and Analysis · Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Soil Stabilization
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (47)
Show source-provided references
1. Full face excavation in difficult ground10.1002/geot.201400037 ↗
2. Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material10.1680/geot.1990.40.4.581 ↗
3. Probabilistic analysis of circular tunnels in homogeneous soil using response surface Methodology
4. An analytical model of loosening pressure in front of tunnel face for deep-buried shield tunnels in sand10.1016/j.compgeo.2019.103170 ↗
5. Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield10.1002/nag.962 ↗
6. Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium10.1016/j.tust.2015.04.001 ↗
7. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils10.1007/s11440-014-0304-5 ↗
8. Horn · 1961 · 7
9. Face stability conditions with earth-pressure-balanced shields10.1016/0886-7798(96)00017-X ↗
10. An analytical model to predict the limit support pressure on a deep shield tunnel face10.1016/j.compgeo.2019.103174 ↗
11. Stability analysis of earth pressure balance shield tunnel face considering soil arching10.1680/jgeen.18.00052 ↗
12. 3D rotational silo-torusmodel for face stability analysis of circular tunnels, Case Stud
13. Model test and numerical analysis for the face failure mechanism of large cross-section tunnels under different ground conditions10.1016/j.tust.2022.104735 ↗
14. Takano · 2006 · 1
15. An analytical mechanism of limit support pressure on cutting face for deep tunnels in the sand10.1016/j.compgeo.2019.103372 ↗
16. Numerical modelling of tunnel face stability in homogeneous and layered soft ground10.1016/j.tust.2019.103096 ↗
17. Investigation of the cause of shield-driven tunnel instability in soil with a soft upper layer and hard lower layer10.1016/j.engfailanal.2020.104832 ↗
18. Three-dimensional tunnel face stability considering slurry pressure transfer mechanisms10.1016/j.tust.2022.104524 ↗
19. A physical and numerical investigation on the stability of shallow tunnels in strain softening media10.1007/s00603-003-0021-0 ↗
20. Experimental investigation of the face stability of shallow tunnels in sand10.1007/s11440-010-0110-7 ↗
21. Evaluation of tunnel face stability by transparent soil models10.1016/j.tust.2011.08.001 ↗
22. Experimental study on face instability of shield tunnel in sand10.1016/j.tust.2012.08.001 ↗
23. Influence of relative density on deformation and failure characteristics induced by tunnel face instability in sandy cobble strata10.1016/j.engfailanal.2022.106641 ↗
24. Laboratory experiments and discrete element modelling on the surface failure induced by EPB tunnelling: The effects of cutterhead open ratio and relative tunnelling depth10.1016/j.engfailanal.2022.106731 ↗
25. Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face10.1061/(ASCE)0733-9410(1994)120:7(1148) ↗
26. Centrifugal model tests on face failure of earth failure balance shield induced by steady state seepage in saturated sandy silt ground10.1016/j.tust.2018.06.031 ↗
27. Centrifuge testing and numerical modelling of tunnel face stability considering longitudinal slope angle and steady state seepage in soft clay10.1016/j.tust.2020.103406 ↗
28. K. H., Paik, R, Salgado, Estimation of active earth pressure against rigid retaining walls considering arching effects, Géotechnique 53 (2003) 643-653.10.1680/geot.53.7.643.37385 ↗
29. The arch in soil arching10.1061/(ASCE)0733-9410(1985)111:3(302) ↗
30. Geostatic wall pressures10.1061/(ASCE)0733-9410(1989)115:9(1321) ↗
31. Analysis of piled embankments
32. Classification and characteristics of soil arching structures in pile-supported embankments10.1016/j.compgeo.2018.02.007 ↗
33. The contribution of horizontal arching to tunnel face stability10.1002/gete.201100024 ↗
34. Workface stability of shield tunnel considering arching effect
35. H. Lin, Study on the face stability around shield tunnels and numerical simulation of PFC. Master Thesis (2016), Southeast University.
36. Centrifugal model tests on face stability of shield tunnels in dense sand, Chin
37. Chern · 1998 · 192
38. Thrust force requirements for TBMs in squeezing ground10.1016/j.tust.2010.02.008 ↗
39. AASHTO, LRFD Bridge Design Specifications. Seventh Edition, 2014. Parts I and II.
40. Three-dimensional undrained tunnel face stability in clay with a linearly increasing shear strength with depth10.1016/j.compgeo.2017.03.013 ↗
41. Influence of Soil-Arching Effect on Tunnel Face Stability10.1061/(ASCE)GM.1943-5622.0002060 ↗
42. In-situ monitoring and 3D numerical analysis of reinforced face behaviour of tunnel in composite strata by considering randomly-distributed rigid cobble granules10.1016/j.compgeo.2023.105263 ↗
43. Slope stability analysis by strength reduction10.1680/geot.1999.49.6.835 ↗
44. Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method10.1016/j.compgeo.2010.11.003 ↗
45. Centrifuge model test of tunnel face reinforcement by bolting10.1016/S0886-7798(03)00029-4 ↗
46. K. Serafeimidis, M. Ramoni, G. Anagnostou, Analysing the stability of reinforced tunnel faces. Geotechnical Engineering in Urban Environments: Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering, 2007. Millpress, 1079-1084.
47. Tunnel face stability in cohesion-frictional soils considering the soil arching effect by improved failure models10.1016/j.compgeo.2018.10.014 ↗