journal article·2024-10

Investigation on the failure mechanism for surrounding rock in small interval tunnels using finite element limit analysis method

Yong Liu, Zhi-Feng Wang, Ya-Qiong Wang, Xiao-Long Hou

Publisher page

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 · Grouting, Rheology, and Soil Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (46)

Show source-provided references
1. Investigation on seepage field distribution and structural safety performance of small interval tunnel in water-rich region10.1016/j.tust.2023.105172 ↗
2. Model test and numerical simulation research on the mechanical response law of lager span and small interval tunnels constructed by CD method10.1016/j.tust.2022.104947 ↗
3. Experimental simulation of seepage field distribution for small interval tunnel under varying-head infiltration10.1016/j.trgeo.2023.101029 ↗
4. Analysis of ground surface settlement induced by the construction of mechanized twin tunnels in soil-rock mass mixed ground10.1016/j.tust.2020.103746 ↗
5. Analysis of ground surface settlement induced by the construction of mechanized twin tunnels in soil-rock mass mixed ground
6. Numerical simulations of construction of shield tunnel with small clearance to adjacent tunnel without and with isolation pile reinforcement10.1007/s12205-020-1167-y ↗
7. Structural failures and geohazards caused by mountain tunnel construction in fault zone and its treatment measures: A case study in Shaanxi10.1016/j.engfailanal.2022.106386 ↗
8. Characteristics and failure analysis of a railway tunnel collapse influenced by cavity in phyllite strata10.1016/j.engfailanal.2022.106794 ↗
9. Investigation on progressive failure process of tunnel lining induced by creep effect of surrounding rock: A case study
10. A tunnel face failure mechanism for layered ground, considering the possibility of partial collapse10.1016/j.tust.2014.12.014 ↗
11. Face stability analysis of a shallow tunnel in the saturated and multilayered soils in short-term condition10.1016/j.compgeo.2018.11.011 ↗
12. Failure analysis and treatments of a loess tunnel being constructed in ground fissure area10.1016/j.engfailanal.2022.106034 ↗
13. Tunnel face stability in cohesion-frictional soils considering the soil arching effect by improved failure models10.1016/j.compgeo.2018.10.014 ↗
14. Limit equilibrium models for active failures of large-diameter shield tunnel faces in soft clay reinforced with soil–cement walls10.1016/j.compgeo.2022.105104 ↗
15. Stabilisation of the excavation face in shallow tunnels using fibreglass dowels10.1007/s00603-012-0234-1 ↗
16. Three-dimensional limit equilibrium solution of minimum support pressure of shield tunnel face in sandy cobble stratum10.1007/s13369-020-05231-w ↗
17. Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils10.1016/j.compgeo.2016.05.018 ↗
18. Upper-bound solutions for the face stability of a shield tunnel in multilayered cohesive–frictional soils10.1016/j.compgeo.2016.05.018 ↗
19. Analysis of face stability for tunnels under seepage flow in the saturated ground10.1016/j.oceaneng.2022.112674 ↗
20. Reliability analysis of anti-seismic stability of 3D pressurized tunnel faces by response surfaces method
21. Upper-bound finite element adaptive analysis of plane strain heading in soil with a soft upper layer and hard lower layer10.1155/2019/7387635 ↗
22. The use of Eulerian finite element method in face stability analysis of shield tunnels in undrained clay
23. Three-dimensional analysis of excavation face stability of shallow tunnels
24. Tunnel face stability under seepage flow conditions10.1016/j.tust.2014.03.001 ↗
25. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils10.1007/s11440-014-0304-5 ↗
26. Three dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium10.1016/j.tust.2015.04.001 ↗
27. Three-dimensional undrained tunnel face stability in clay with a linearly increasing shear strength with depth10.1016/j.compgeo.2017.03.013 ↗
28. Time-dependent modeling of tunnels in squeezing conditions10.1061/(ASCE)GM.1943-5622.0000163 ↗
29. Probabilistic analysis of dual circular tunnels in rock masses considering rotated anisotropic random fields
30. Probabilistic stability assessment using adaptive limit analysis and random fields10.1007/s11440-016-0505-1 ↗
31. Effective stress-based upper bound limit analysis of unsaturated soils using the weak form quadrature element method10.1016/j.compgeo.2018.02.008 ↗
32. Undrained limiting pressure behind soil gaps in contiguous pile walls10.1016/j.compgeo.2016.11.007 ↗
33. Upper bound limit analysis using the weak form quadrature element method10.1016/j.apm.2017.12.015 ↗
34. Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield10.1002/nag.962 ↗
35. Upper-bound analysis on the face stability of a non-circular tunnel10.1016/j.tust.2016.11.010 ↗
36. Geotechnical stability analysis10.1680/geot.12.RL.001 ↗
37. Face stability of tunnel in multi-stratum: limit analysis and numerical simulation10.1007/s10706-023-02453-1 ↗
38. Eulerian finite element model for stability analysis of circular tunnels in undrained clay10.1016/j.engfailanal.2018.04.022 ↗
39. Stability analysis of deep rectangular tunnels using adaptive finite element limit analysis with hoek-brown failure criterion10.1007/s13369-021-05632-5 ↗
40. Extended limit design theorems for continuous media
41. Chen · 1975
42. Upper bound limit analysis using linear finite elements and non-linear programming10.1002/nme.511 ↗
43. Lower bound limit analysis with adaptive remeshing10.1002/nme.1352 ↗
44. Range of the safe retaining pressures of a pressurized tunnel face by a probabilistic approach10.1061/(ASCE)GT.1943-5606.0000911 ↗
45. Variational method in limit load analysis—a review10.1115/1.4041058 ↗
46. Upper limit analysis of stability of the water-resistant rock mass of a Karst tunnel face considering the seepage force10.1007/s10064-021-02283-6 ↗