Damage assessment of High-Stress brittle surrounding rock masses in a deep Large-Span High-Sidewall underground Cavern: In situ measurement and numerical simulation
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OpenAlex topics: Rock Mechanics and Modeling · Landslides and related hazards · Geophysical Methods and Applications
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References (57)
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1. Seventeenth Canadian geotechnical colloquium: the effect of cohesion loss and stress path on brittle rock strength10.1139/t97-030 ↗
2. Excavation-induced damage studies at the underground Research laboratory10.1016/j.ijrmms.2004.09.010 ↗
3. In-situ experiments on an excavation disturbed zone induced by mechanical excavation in neogene sedimentary rock at tono mine, central Japan10.1016/S0013-7952(99)00136-2 ↗
4. Seismic investigation of the excavation damaged zone in opalinus clay10.1016/S0013-7952(01)00054-0 ↗
5. Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation10.1016/j.ijrmms.2004.02.003 ↗
6. Detection and characterization of the disturbed rock zone in clay-stone with the complex resistivity method10.1016/j.jappgeo.2004.09.003 ↗
7. The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment10.1016/j.pce.2006.04.034 ↗
8. In-situ monitoring of rockburst nucleation and evolution in the deeply buried tunnels of jinping II hydropower station10.1016/j.enggeo.2012.03.010 ↗
9. Evolution of fractures in the excavation damaged zone of a deeply buried tunnel during TBM construction10.1016/j.ijrmms.2012.07.004 ↗
10. Considerations and observations of stress-induced and construction-induced excavation damage zone in crystalline rock10.1016/j.ijrmms.2014.11.001 ↗
11. Visualization and Early Warning analysis of damage degree of surrounding rock mass in underground powerhouse10.1016/j.ijmst.2022.12.011 ↗
12. Quantification of rock mass damage in underground excavations from microseismic event monitoring10.1016/S1365-1609(01)00068-5 ↗
13. The excavation disturbed zone (EDZ) at Kiirunavaara mine, Sweden—by seismic measurements10.1016/j.jappgeo.2006.04.004 ↗
14. Elastic modulus deterioration index to identify the loosened zone around underground openings10.1016/j.tust.2018.07.032 ↗
15. Predicting the excavation damaged zone within brittle surrounding rock masses of deep underground caverns using a comprehensive approach integrating in situ measurements and numerical analysis10.1016/j.gsf.2021.101273 ↗
16. Microseismic monitoring and forecasting of dynamic disasters in underground hydropower projects in southwest China: a review10.1016/j.jrmge.2022.10.017 ↗
17. Failure mechanism and deformation forecasting of surrounding rock mass in an underground cavern based on engineering analogy method10.1016/j.tust.2023.105497 ↗
18. An index for estimating the stability of brittle surrounding rock mass: FAI and its engineering application10.1007/s00603-011-0150-9 ↗
19. Numerical model for the zonal disintegration of the rock mass around deep underground workings10.1016/j.tafmec.2013.11.005 ↗
20. 2D numerical simulation on excavation damaged zone induced by dynamic stress redistribution10.1016/j.tust.2014.05.023 ↗
21. Modelling three-dimensional stress-dependent failure of hard rocks10.1007/s11440-020-01110-8 ↗
22. Peridynamics simulation of surrounding rock damage characteristics during tunnel excavation10.1016/j.tust.2020.103289 ↗
23. Modelling brittle failure of rock10.1016/S1365-1609(02)00051-5 ↗
24. Itasca Consulting Group Inc., FLAC3D-fast Lagrangian analysis of continua in 3 dimensions. Minneapolis, USA. (2012).
25. Constitutive representation and damage degree index for the layered rock mass excavation response in underground openings10.1016/j.tust.2017.01.016 ↗
26. Review of research progresses and applications of hoek-brown strength criterion
27. X.D. Pan, J.A. Hudson, A simplified three dimensional Hoek–Brown yield criterion in rock mechanics and power plants. In: Proceedings of the ISRM Symposium, Rotterdam, Holland. (1988) 95–103.
28. Shah · 1992
29. T.G. Carter, J.L. Carvalho, G. Swan, Towards the practical application of ground reaction curves. In: Proceedings of the International Congress on Innovative Mine Design for the 21st Century, Kingston, Ontario, Canada (1993).
30. P. Cundall, C. Carranza-Torres, R. Hart, A New Constitutive Model Based on the Hoek–Brown Criterion. In: Proceedings of the 3rd International FLAC Symposium, Sudbury, Ontario, Canada (2003).
31. An exact implementation of the hoek-Brown criterion for elasto-plastic finite element calculations10.1016/j.ijrmms.2007.10.004 ↗
32. Study of rock damage constitutive model and discussion of its parameters based on hoek-Brown criterion
33. S. Nickson, D. Sprott, W.F. Bawden, A. Coulson, A geomechanical study for a shaft wall rehabilitation program. In: Proceedings of 99th CIM Annual General Meeting. Vancouver, Canada. (1997).
34. Hoek-Brown parametersfor predicting the depth of brittle failure around tunnels10.1139/t98-072 ↗
35. Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress10.1016/j.enggeo.2022.106951 ↗
36. The Professional Standards Compilation Group of People’s Republic of China, Chinese Industry Standard GB/T 50218–2014: Standard for Engineering Classification of Rock Mass. Ministry of Water Resources of the PRC, Beijing. (2014).
37. Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley10.1016/j.jrmge.2020.11.007 ↗
38. Damage analysis and deformation early warning of surrounding rock mass during top arch excavation of underground powerhouse of Shuangjiangkou hydropower station
39. Characteristics of damaged zones due to excavation in deep underground powerhouse at houziyan hydropower station
40. Study on methodology for assessment of excavation disturbed zone of underground caverns
41. The Professional Standards Compilation Group of People’s Republic of China, Chinese industry standard SL/T 264–2020: code for rock tests in water and hydropower projects. Ministry of Water Resources of the PRC, Beijing. (2020).
42. Excavation response and reinforcement practice of large underground caverns under high geostress: the case of shuangjiangkou Hydropower Station, China10.1016/j.tust.2024.105698 ↗
43. Time-delayed failure process of granite and its energy evolution and acoustic emission characteristics10.1016/j.engfailanal.2023.107854 ↗
44. Hoek · 1980
45. Practical estimates of rock mass strength10.1016/S1365-1609(97)80069-X ↗
46. E. Hoek, C. Carranza-Torres, B. Corkum, Hoek-Brown Failure Criterion–2002 Edition. In: Proceedings of NARMS-TAC 2002, 5th North American Rock Mechanics Symposium and 17th Tunnelling Association of Canada Conference, Toronto, Canada (2002).
47. Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation10.1016/j.ijrmms.2004.02.003 ↗
48. An interpretation of ground movements recorded during construction of the donkin-morien tunnel10.1139/t91-030 ↗
49. Dilatancy in the fracture of crystalline rocks10.1029/JZ071i016p03939 ↗
50. Stacey · 1986 · 144
51. H. Wagner, Design, support of underground excavations in highly stressed rock, In: Proceedings of sixth ISRM Congress, Montreal. Vol. 3. Montreal, Canada. (1987).
52. L. Castro, D. McCreath, P. Oliver, Rockmass damage initiation around the Sudbury Neutrino Observatory Cavern. In: Proceedings of Rock Mechanics—the 2nd North American Rock Mechanics Symposium. Montreal, Quebec, Canada. (1996) 1589–1595.
53. E. Grimstad, R. Bhasin, Rock support in hard rock tunnels under high stress. In: Proceedings of the International Symposium Rock Support—Applied Solutions for Underground Structures NSCE. Lillehammer, Norway. (1997) 504–513.
54. Diederichs · 2000
55. Rocscience Inc., Rocscience RocLab users guide. Toronto, Canada. (2012).
56. The hoek-Brown failure criterion and GSI-2018 edition10.1016/j.jrmge.2018.08.001 ↗
57. Rupture of veined granite in polyaxial compression: insights from three-dimensional discrete element method modeling10.1029/2019JB019052 ↗