Diseases failures characteristics and countermeasures of expressway tunnel of water-rich strata: A case study
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OpenAlex topics: Geotechnical Engineering and Underground Structures · Tunneling and Rock Mechanics · Geotechnical Engineering and Analysis
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References (64)
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1. Road tunnels in Japan: deterioration and countermeasures10.1016/0886-7798(96)00026-0 ↗
2. Damage identification of a tunnel liner based on deformation data10.1016/j.tust.2004.05.005 ↗
3. Analytical approach to estimating the influence of shotcrete hardening property on tunnel response
4. Model test on mechanical characteristics of shallow tunnel excavation failure in gully topography10.1016/j.engfailanal.2020.104978 ↗
5. A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro,China.10.1007/s11440-021-01383-7 ↗
6. Evaluation of geological conditions and clogging of tunneling using machine learning
7. The effect of erosion voids on existing tunnel linings10.1016/j.tust.2008.09.002 ↗
8. Ground fissure disasters and mitigation measures for hazards during metro system construction in Xi’an, China
9. Model experiments for examining heaving phenomenon in tunnels10.1016/j.tust.2007.02.007 ↗
10. Numerical investigation on the damage and cracking characteristics of the shield tunnel caused by derailed high-speed train10.1016/j.engfailanal.2019.104205 ↗
11. Large deformation characteristics and controlling measures of steeply inclined and layered soft rock of tunnels in plate suture zones
12. Analytical algorithm for longitudinal deformation profile of a deep tunnel10.1016/j.jrmge.2021.01.012 ↗
13. Influence of non-associated flow rule on passive face instability for shallow shield tunnels10.1016/j.tust.2021.104202 ↗
14. Characteristics, challenges and countermeasures of giant karst cave: A case study of Yujingshan tunnel in high-speed railway10.1016/j.tust.2021.103988 ↗
15. Investigation of shrinkage cracking in shotcrete on tunnel drains10.1016/j.tust.2010.04.006 ↗
16. Experimental investigation of mechanical characteristics for linings of twins tunnels with asymmetric cross-section10.1016/j.tust.2021.104209 ↗
17. Effect of fiber reinforced concrete on shrinkage crack of tunnel lining10.1016/j.tust.2005.12.194 ↗
18. Disaster Mechanism of Tunnel Face with Large Section in Sandy Dolomite Stratum
19. A novel test setup for determining waterproof performance of rubber gaskets used in tunnel segmental joints: Development and application10.1016/j.tust.2021.104079 ↗
20. Vertical displacement estimation in roof and floor of an underground powerhouse cavern10.1016/j.engfailanal.2018.03.010 ↗
21. Research on the Mechanism and Treatment Technique of Invert Floor Heave After the Penetration of Large Cross-section Tunnel in Slight Inclined Stratum10.1088/1755-1315/570/5/052031 ↗
22. Characteristics and Mitigation Measures of Floor Heave in Operational High-Speed Railway Tunnels10.1007/s12205-021-2270-4 ↗
23. Damage behaviors, prediction methods and prevention methods of rockburst in 13 deep traffic tunnels in China10.1016/j.engfailanal.2020.105178 ↗
24. Steel fiber reinforced concrete: A review of its material properties and usage in tunnel lining10.1016/j.istruc.2021.07.086 ↗
25. Lining crack evolution of an operational tunnel influenced by slope instability10.1016/j.tust.2017.03.004 ↗
26. Effect of water and geological factors on the long-term stability of fracture zones in the Päijänne Tunnel, Finland: A case study10.1016/j.ijrmms.2004.05.006 ↗
27. Predicting external water pressure and cracking of a tunnel lining by measuring water inflow rate10.1016/j.tust.2017.08.015 ↗
28. Prevention, Failure Behavior of Tunnel Lining Caused by Concrete Cracking:a case study10.1007/s11668-019-00718-7 ↗
29. Water pressure and stress characteristics of lining structure in water rich karst tunnel
30. Geotechnical monitoring and analyses on the stability and health of a large cross-section railway tunnel constructed in a seismic area10.1016/j.measurement.2017.10.039 ↗
31. Cracking mechanism of secondary lining for a shallow and asymmetrically-loaded tunnel in loose deposits10.1016/j.tust.2014.05.013 ↗
32. Influence of flooded loessial overburden on the tunnel lining: case study10.1061/(ASCE)CF.1943-5509.0001100 ↗
33. Liu, Y., Tang, C. A., Wang, P. Y., Guan, Y. P., & Wang, S. H. (2019). Study on Disease Mechanism and Theoretical Quantification Method of Tunnel Structure. Advances in Civil Engineering, 2019.10.1155/2019/4398524 ↗
34. Reliability evaluation of water-rich loess tunnel with lining crack based on extension theory
35. Simplified modeling of cracking in concrete: Application in tunnel linings10.1016/j.engstruct.2014.03.031 ↗
36. The effect of earth pressure on the failure mode of high-speed railway tunnel linings10.1016/j.engfailanal.2020.104398 ↗
37. Cracking and failure behavior of concrete tunnel lining predicted by smeared crack model10.2208/jscej.2001.668_17 ↗
38. Cracks analysis of highway tunnel lining in flooded loess
39. Damaging behavior investigation of an operational tunnel structure induced by cavities around surrounding rocks10.1016/j.engfailanal.2019.02.023 ↗
40. Investigation of restrained shrinkage cracking in partially fixed shotcrete linings10.1016/j.tust.2014.02.011 ↗
41. A study on damage mechanism modelling of shield tunnel under unloading based on damage–plasticity model of concrete10.1016/j.engfailanal.2021.105261 ↗
42. Inspection, maintenance and repair of tunnels: international lessons and practice10.1016/S0886-7798(98)00079-0 ↗
43. Safety assessment for a shield tunnel in a liquefiable deposit using a practical dynamic effective stress analysis10.1016/j.engfailanal.2019.04.045 ↗
44. Time-dependent solutions for lined circular tunnels considering rockbolts reinforcement and face advancement effects10.1061/(ASCE)GM.1943-5622.0002130 ↗
45. The Application of Fracture Mechanics in Highway Tunnel Lining Cracking
46. Cracking performance of an operational tunnel lining due to local construction defects10.1061/(ASCE)GM.1943-5622.0001371 ↗
47. Experimental study on damage evolution characteristics of segment structure of shield tunnel with cracks based on acoustic emission information10.1016/j.engfailanal.2020.104899 ↗
48. Characteristics and treatment measures of lining damage: A case study on a mountain tunnel10.1016/j.engfailanal.2021.105595 ↗
49. Mechanical behavior of secondary tunnel lining with longitudinal crack10.1016/j.engfailanal.2020.104543 ↗
50. Transport Bureau of the Ministry of Railways · 1997
51. Towards automated 3D inspection of water leakages in shield tunnel linings using mobile laser scanning data10.3390/s20226669 ↗
52. June). The crucial techniques of water leakage treatment in operating highway tunnel
53. Research on bottom anchor supporting technology in Donghai coal mine roadway.
54. Research on the Mechanism and Treatment Technique of Invert Floor Heave After the Penetration of Large Cross-section Tunnel in Slight Inclined Stratum
55. Face stability of shield tunnels considering a kinematically admissible velocity field of soil arching
56. Pile group response induced by adjacent shield tunnelling in clay: Scalemodel test and numerical simulation.
57. Damage behaviors of new-to-old concrete interfaces and a damage prediction model of reinforced concrete10.1080/19648189.2021.1981459 ↗
58. Failure analysis and treatments of a loess tunnel being constructed in ground fissure area10.1016/j.engfailanal.2022.106034 ↗
59. Strength behavior of circular concrete-filled steel tube stub columns under axial compression: A review
60. Deterioration of an industrial reinforced concrete structure exposed to high temperatures and dry-wet cycles
61. Risk Assessment of Water Supply Network Operation Based on ANP-Fuzzy Comprehensive Evaluation Method10.1061/(ASCE)PS.1949-1204.0000602 ↗
62. Immersion mode and spatiotemporal distribution characteristic of water migration in loess tunnel10.1007/s12517-022-09565-7 ↗
63. Analytical approach to estimating the influence of shotcrete hardening property on tunnel response10.1061/(ASCE)EM.1943-7889.0002052 ↗
64. Seepage Characteristics in Loess Strata Subjected to Single Point Water Supply10.1016/j.jhydrol.2022.127611 ↗