Methods of Obtaining Mechanics Parameters of Rock Mass Based on Hoek-Brown Criterion

ZHU Xi-xi, CHEN Cong-xin, XIA Kai-zong

Journal of Changjiang River Scientific Research Institute ›› 2015, Vol. 32 ›› Issue (9) : 111-117.

PDF(2997 KB)
PDF(2997 KB)
Journal of Changjiang River Scientific Research Institute ›› 2015, Vol. 32 ›› Issue (9) : 111-117. DOI: 10.11988/ckyyb.20140215
ROCKSOIL ENGINEERING

Methods of Obtaining Mechanics Parameters of Rock Mass Based on Hoek-Brown Criterion

  • ZHU Xi-xi1,2, CHEN Cong-xin1,2, XIA Kai-zong1,2
Author information +
History +

Abstract

Having elaborated the importance of study on rock mechanics parameters, we introduced the principles and methods of determining rock mechanics parameters by Hoek-Brown criterion. The mechanical parameters of soft-hard interbedded rock slope at Pengjiawan of Yichang-Badong expressway are taken as research example. On the basis of physico-mechanical parameters, rock integrity factor and wave velocity obtained from laboratory test, we reduced the physico-mechanical parameters by Hoek-Brown criterion. Comparative analysis on the results suggest that the shear strength parameters determined by linear regression analysis and non-linear fitting method are both logical; the numerical simulation result is consistent with the deformation and failure characteristics of actual rock. The results provide guidance for the determining of rock mechanics parameters in other similar projects.

Key words

rock mechanics / mechanical parameters / Hoek-Brown criterion / wave velocity of rock mass / numerical simulation

Cite this article

Download Citations
ZHU Xi-xi, CHEN Cong-xin, XIA Kai-zong. Methods of Obtaining Mechanics Parameters of Rock Mass Based on Hoek-Brown Criterion[J]. Journal of Changjiang River Scientific Research Institute. 2015, 32(9): 111-117 https://doi.org/10.11988/ckyyb.20140215

References

[1] 苏永华,封立志,李志勇,等. Hoek-Brown准则中确定地质强度指标因素的量化[J]. 岩石力学与工程学报,2009,28(4):679-686. (SU Yong-hua, FENG Li-zhi, LI Zhi-yong, et al. Quantification of Elements for Geological Strength Index in Hoek-Brown Criterion[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(4): 679-686. (in Chinese))
[2] 夏开宗,陈从新,周意超,等. 基于E.Hoek建议的非线性关系求取岩体抗剪强度的算法及工程应用[J]. 岩土力学, 2014,35(6):1743-1750. (XIA Kai-zong, CHEN Cong-xin, ZHOU Yi-chao, et al. The New Algorithm of Obtaining Shear Strength of Rock Mass Based on Nonlinear Equation Proposed by E. Hoek and Its Application to Engineering[J]. Rock and Soil Mechanics, 2014,35(6):1743-1750. (in Chinese))
[3] 夏开宗,陈从新,刘秀敏,等. 基于岩体波速的Hoek-Brown准则预测岩体力学参数的方法及工程应用[J]. 岩石力学与工程学报,2013,32(7):1458-1466. (XIA Kai-zong, CHEN Cong-xin, LIU Xiu-min, et al. Estimation of Rock Mass Mechanical Parameters Based on Ultrasonic Velocity of Rock Mass and Hoek- Brown Criterion and Its Application to Engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(7):1458-1466. (in Chinese))
[4] HOEK E, BROWN E T. Underground Excavation in Rock[M]. London: Institute of Mining and Metallurgy, 1980.
[5] HOEK E, CARRANZA-TORRES C T, CORKUM B.
Hoek-Brown Failure Criterion: 2002Edition[C]//Proceedings of the 5th North American Rock Mechanics Symposium. Toronto, Canada, July 7-10, 2002: 267-273.
[6] 闫长斌,徐国元. 对Hoek-Brown公式的改进及其工程应用[J]. 岩石力学与工程学报,2005,24(22):4030-4035. (YAN Chang-bin, XU Guo-yuan. Modification of Hoek-Brown Expressions and Its Application to Engineering [J]. Chinese Journal of Rock Mechanics and Engineering, 2005,24(22):4030-4035. (in Chinese))
[7] 巫德斌,徐卫亚. 基于Hoek-Brown准则的边坡开挖岩体力学参数研究[J]. 河海大学学报:自然科学版,2005,33(1):89-93. (WU De-bin, XU Wei-ya. Mechanical Parameters of Rock Slope Excavation Based on Hoek-Brown Criterion[J]. Journal of Hohai University (Natural Sciences), 2005,33(1):89-93. (in Chinese))
[8] 彭国城. Hoek-Brown强度准则中扰动系数研究[D]. 昆明:昆明理工大学,2011. (PENG Guo-cheng. Disturbance Factor in Hoek-Brown Strength Criterion[D]. Kunming: Kunming University of Science, 2011. (in Chinese))
[9] 徐志英. 岩石力学[M]. 北京:中国水利水电出版社,1991: 37-45. (XU Zhi-ying. Rock Mechanics[M]. Beijing. China Water Power Press, 1991: 37-45. (in Chinese))
[10]宋建波,张倬元,于远忠,等. 岩体经验强度准则及其在地质工程中的应用[M]. 北京: 地质出版社,2002: 12-22. (SONG Jian-bo, ZHANG Zhuo-yuan, YU Yuan-zhong, et al. Empirical Rock Strength Criterion and Its Application to Geological Engineering[M]. Beijing: Geology Press, 2002: 12-22. (in Chinese))
[11]胡盛明,胡修文. 基于量化的GSI系统和Hoek-Brown准则的岩体力学参数的估计[J]. 岩土力学,2011,32(3):861-865. (HU Sheng-ming, HU Xiu-wen. Estimation of Rock Mass Parameters Based on Quantitative GSI System and Hoek-Brown Criterion[J]. Rock and Soil Mechanics, 2011, 32(3): 861-865. (in Chinese))
[12]夏开宗,陈从新,鲁祖德,等. 考虑水力作用的顺层岩质边坡稳定性图解分析[J]. 岩土力学,2014,35(10):2985-2993. (XIA Kai-zong, CHEN Cong-xin, LU Zu-de, et al. Analysis of Stability Diagram of Rock Bedded Slope under Hydraulic Pressure[J]. Rock Mechanics and Soil Mechanics, 2014,35(10):2985-2993. (in Chinese))
[13]夏开宗,陈从新,刘秀敏,等. 水力作用下缓倾顺层复合介质边坡滑移破坏机制分析[J]. 岩石力学与工程学报,2014,33(增2):3766-3775. (XIA Kai-zong, CHEN Cong-xin, LIU Xiu-min,et al. Analysis of Sliding Failure Mechanism of Gently Inclined Bedding Compound Rock Mass Slope under Hydraulic Pressure[J]. Chinese Journal of Rock Mechanics and Engineering, 2014,33(Sup.2):3766-3775. (in Chinese))
[14]MARINOS P,HOEK E. GSI:A Geologically Friendly Tool for Rock Mass Strength Estimation[C]//Proceedings of the 2000 International Conference on Geotechnical and Geological Engineering. Melbourne, Australian, November 19-24, 2000:1422-1442.
[15]宋娅芬,陈从新,郑 允,等. 缓倾软硬岩互层边坡变形破坏机制模型试验研究[J]. 岩土力学,2015,36(2):487-494. (SONG Ya-fen, CHEN Cong-xin, ZHENG Yun, et al. Model Experimental Study of Deformation and Failure Mechanism of Low-angled Slopes with Interbeddings of Soft and Hard Rocks[J]. Rock and Soil Mechanics, 2015,36(2):487-494. (in Chinese))
PDF(2997 KB)

Accesses

Citation

Detail

Sections
Recommended

/