Blasting, Volume. 39, Issue 1, 134(2022)
Influence of Blasting Damage Zone on Slope Stability based on Hoek-brown Criterion
[3] [3] HOEK E, CARRANZA-TORRES C, CORKUM B.Hoek-Brown failure criterion-2002 edition\[C\]∥HAMMAH R, BAWDEN W F, CURRAN J, et al.Proceedings of the North American RockMechanics Society NARMS-TAC 2002.Toronto:University of Toronto Press, 2002:267-273.
[7] [7] HOEK E, BROWN E T.The Hoek-Brown failure criterion and GSI—2018 edition\[J\].Journal of Rock Mechanics and Geotechnical Engineering, 2019, 11(3):445-463.
[9] [9] HOEK E.Blast Damage Factor D\[Z\].Technical note for RocNews,2012.
[10] [10] HOEK E, BROWN E T.Practical estimates of rock mass strength\[J\].International Journal of Rock Mechanics & Mining Sciences, 1997, 34(8):1165-1186.
[11] [11] MARINOS P, HOEK E.Estimating the geotechnical properties of heterogeneous rock masses such as flysch\[J\].Bulletin of Engineering Geology & the Environment, 2001, 60(2):85-92.
Get Citation
Copy Citation Text
ZHANG Hui, WU Zu-xian, XU Shuai, WU Chao-feng, LV Qing. Influence of Blasting Damage Zone on Slope Stability based on Hoek-brown Criterion[J]. Blasting, 2022, 39(1): 134
Received: Sep. 15, 2021
Accepted: --
Published Online: Jan. 24, 2024
The Author Email: