journal article·2024-06

Dynamic response characteristics and instability mechanism of layered surrounding rock tunnels affected by geostress under dynamic and static loads

Fengjun Han, Nan Jiang, Yingkang Yao, Chuanbo Zhou, Yumin Yang

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 · Rock Mechanics and Modeling

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

References (52)

Show source-provided references
1. Excavation optimization and stability analysis for large underground caverns under high geostress: a case study of the Chinese Laxiwa project10.1007/s00603-018-1605-z ↗
2. Direct tensile test and FDEM numerical study on anisotropic tensile strength of Kangding slate10.1007/s00603-022-03036-x ↗
3. Applicability of anisotropic failure criteria and associated application with layered rocks
4. Reverse modelling of natural rock joints using 3D scanning and 3D printing10.1016/j.compgeo.2015.11.020 ↗
5. Optimization methods of blasting parameters of large cross-section tunnel in horizontal layered rock mass10.1007/s10706-021-01834-8 ↗
6. Overbreak and underbreak in underground openings part 2: causes and implications10.1007/BF00421947 ↗
7. Numerical modelling and field observations on the failure mechanisms of deep tunnels in layered surrounding rock10.1016/j.engfailanal.2023.107598 ↗
8. Understanding the failure mechanism of a large underground cavern in steeply dipping layered rock mass using an enhanced ubiquitous-joint model10.1007/s10064-021-02213-6 ↗
9. Calculation of pressure on the shallow-buried twin-tunnel in layered strata10.1016/j.tust.2020.103465 ↗
10. Modeling propagation of fractures in layered rock mass during blasting and hydraulic fracturing10.1134/S1062739120060046 ↗
11. Analysis of damages in layered surrounding rocks induced by blasting during tunnel construction10.1142/S0219455421500899 ↗
12. Experimental study of the plastic zone and stress asymmetric distribution in roadway layered surrounding rocks10.3390/app12126108 ↗
13. Effect of horizontal stress on the mesoscopic deformation and failure mechanism of layered surrounding rock masses in tunnels10.1016/j.engfailanal.2023.107226 ↗
14. Numerical simulation of stress arching effect in horizontally layered jointed rock mass10.3390/sym13071138 ↗
15. Numerical study on failure mechanism of tunnel in jointed rock mass10.1016/j.tust.2007.09.001 ↗
16. Analysis and countermeasures of large deformation of deep-buried tunnel excavated in layered rock strata: a case study10.1016/j.engfailanal.2023.107057 ↗
17. A numerical study on mechanical behavior of jointed rock masses after tunnel excavation
18. Approximate models of blast vibration in non-isotropic rock masses10.1016/j.ijrmms.2020.104245 ↗
19. Model experiment on dynamic behavior of jointed rock mass under blasting at high-stress conditions10.1016/j.tust.2018.01.017 ↗
20. Reliability evaluation and prediction of deep buried tunnel based on similarity theory and model test
21. Experimental and modeling study of dynamic mechanical properties of cement paste, mortar and concrete10.1016/j.conbuildmat.2013.05.063 ↗
22. W. Fickett, W. C. Davis, Detonation: theory and experiment, 2000.
23. Persson · 2018
24. Y. Jong, C. Lee, S. Jeon, et al., Numerical modeling of the circular-cut using particle flaw code, in: 31st annular conference of explosives and blasting technique, Orlando, 2005.
25. An equivalent method for blasting vibration simulation10.1016/j.simpat.2011.05.012 ↗
26. Dynamic response of rock mass induced by the transient release of in-situ stress10.1016/j.ijrmms.2012.05.001 ↗
27. Finite element method accuracy for wave propagation problems10.1061/JSFEAQ.0001885 ↗
28. Effect of excavation blasting vibration on adjacent buried gas pipeline in a metro tunnel10.1016/j.tust.2018.08.022 ↗
29. Vibration effect and ocean environmental impact of blasting excavation in a subsea tunnel10.1016/j.tust.2022.104855 ↗
30. Damage and deformation behavior of reinforced concrete pipes with varying joints under surface explosion10.1016/j.engfailanal.2023.107817 ↗
31. Experimental and numerical study on tunnel blasting induced damage characteristics of grouted surrounding rock in fault zones10.1007/s00603-022-03055-8 ↗
32. Rockburst characteristics and numerical simulation based on a new energy index: a case study of a tunnel at 2,500 m depth10.1007/s10064-010-0275-1 ↗
33. Cracking-restraint design method for large underground caverns with hard rock under high geostress condition and its practical application
34. Barenblatt · 1987
35. Altitude effect of blasting vibration velocity in rock slopes
36. Dimensional analysis in physics and the Buckingham theorem10.1088/0143-0807/31/4/019 ↗
37. AyalaCarcedo · 2017
38. Jaeger · 2009
39. Hudson · 2000
40. Numerical simulation on damage and failure mechanism of rock under combined multiple strain rates
41. D.E. Grady, M.E. Kipp, Continuum modelling of explosive fracture in oil shale, in: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol. 17, no. 3, Pergamon, 1980, pp. 147–157.10.1016/0148-9062(80)91361-3 ↗
42. Stability of large underground caverns excavated in layered rock masses with steep dip angles: a case study10.1007/s10064-018-01440-8 ↗
43. Stability analysis and failure mechanism of the steeply inclined bedded rock masses surrounding a large underground opening10.1016/j.tust.2018.03.023 ↗
44. FDEM numerical modeling of failure mechanisms of anisotropic rock masses around deep tunnels10.1016/j.compgeo.2021.104535 ↗
45. Physical modelling of deformation and failure mechanisms and supporting effects for a deep-buried tunnel in inclined layered strata10.1007/s10064-023-03104-8 ↗
46. W. Bergeson, S.L. Ernst, Tunnel Operations, Maintenance, Inspection, and Evaluation (TOMIE) Manual, United States, Federal Highway Administration, 2015.
47. Technical code for engineering of ground anchorages and shotcrete support GB50086-2015, Ministry of Urban-Rural and Housing Development of the People's Republic of China (in Chinese).
48. Guide for monitoring technology of diversion tunnel DB11/T1938-2021, Beijing Municipal Administration for Market Regulation (in Chinese).
49. Safety assessment of buried pressurized gas pipelines subject to blasting vibrations induced by metro foundation pit excavation10.1016/j.tust.2020.103448 ↗
50. Experimental investigation on the influence of tunnel crossing blast vibration on upper gas pipeline10.1016/j.engfailanal.2021.105490 ↗
51. Safety criterion of gas pipeline buried in corrosive saturated soft soil subjected to blasting vibration in a coastal metro line10.1016/j.tws.2022.109860 ↗
52. Blasting vibration safety criterion for a tunnel liner structure10.1016/j.tust.2012.04.016 ↗