Estimation of Mechanical Parameters of Intensively Sandy Dolomite Based on Hoek-Brown Strength Criterion

DONG Jia-xing, ZHOU Zhi-qiang, WANG Zhi-rong, ZHAO Yi-ran, LI Jian-guo, MU Hong-yuan, ZUO Shu-qiong, ZHAO Yong-chuan

Journal of Changjiang River Scientific Research Institute ›› 2022, Vol. 39 ›› Issue (12) : 21-25.

PDF(926 KB)
PDF(926 KB)
Journal of Changjiang River Scientific Research Institute ›› 2022, Vol. 39 ›› Issue (12) : 21-25. DOI: 10.11988/ckyyb.20221010
ENGINEERING GEOLOGY SURVEY OF TUNNELS

Estimation of Mechanical Parameters of Intensively Sandy Dolomite Based on Hoek-Brown Strength Criterion

  • DONG Jia-xing1, ZHOU Zhi-qiang1, WANG Zhi-rong2, ZHAO Yi-ran1,3, LI Jian-guo3, MU Hong-yuan3, ZUO Shu-qiong2, ZHAO Yong-chuan3
Author information +
History +

Abstract

Dolomite sandification is a typical geological problem in Yuxi segment of Central Yunnan Water Diversion Project. Accurate physical and mechanical parameters of sandy dolomite could offer basis for construction and design, and ensure the safety of life and property of construction personnel. Due to broken structure, intensively sandy dolomite is difficult to be made into standard specimens for laboratory test to obtain its mechanical parameters. In view of this, the mechanical parameters of intensively sandy dolomite is estimated by using Hoek-Brown strength criterion based on field investigation and needle penetration test. The estimation results are compared with those of field adit test. Results manifest that Hoek-Brown strength criterion has good application effect in estimating the mechanical parameters of intensively sandy dolomite rock mass because most of the estimated values are within the range of test results. In addition, the recommended values of mechanical parameters of intensively sandy dolomite in the study area are given to support engineering construction.

Key words

sandy dolomite / intense sandification / Hoek-Brown strength criterion / needle penetration test / estimation of rock mass mechanical parameters

Cite this article

Download Citations
DONG Jia-xing, ZHOU Zhi-qiang, WANG Zhi-rong, ZHAO Yi-ran, LI Jian-guo, MU Hong-yuan, ZUO Shu-qiong, ZHAO Yong-chuan. Estimation of Mechanical Parameters of Intensively Sandy Dolomite Based on Hoek-Brown Strength Criterion[J]. Journal of Changjiang River Scientific Research Institute. 2022, 39(12): 21-25 https://doi.org/10.11988/ckyyb.20221010

References

[1] 李建国,沐红元,米 健.砂化白云岩工程地质特性初步研究 [C]//中国水利水电勘测设计协会.水工隧洞技术应用与发展.北京:中国水利水电出版社,2018:52-58.
[2] 张良喜. 白云岩岩溶砂化形成机理及其工程特性研究[D].成都:成都理工大学,2012.
[3] 田启文,岳朝林.坪头水电站岩溶砂化细晶白云岩的特性及围岩分类[J].水利水电科技进展,2014,34(5):45-49.
[4] 吴 凡.富水砂化白云岩地层隧道掌子面灾变机理研究[D].成都:西南交通大学,2021.
[5] RENANI H R, CAI M. Forty-Year Review of the Hoek–Brown Failure Criterion for Jointed Rock Masses[J]. Rock Mechanics and Rock Engineering, 2022, 55: 439-461.
[6] HOEK E, WOOD D, SHAH S. Modified Hoek-Brown Failure Criterion for Jointed Rock Masses[C]//Proceedings of ISRM Symposium: EUROCK92. London: Thomas Telford. Chester, UK, September 14-17, 1992: 209-214.
[7] HOEK E, CARANZA-TORRES C T, CORCUM B. Hoek-Brown Failure Criterion[C]//Proceedings of the North American Rock Mechanics Society. Toronto: Mining Innovation and Technology. Ontario, Canada, July 7-10, 2002: 267-273.
[8] 於汝山,杨 宜,许冬丽.Hoek-Brown强度准则在深部岩体力学参数估算中的应用研究[J].长江科学院院报,2018,35(1):123-127.
[9] 吴 松,魏作安,杨永浩.基于Hoek-Brown准则的岩体力学参数估算及其工程应用[J].中国地质灾害与防治学报,2019,30(1):119-125.
[10]邢 军,郭镇邦,李钰洁,等.基于模糊聚类和Hoek-Brown准则的裂隙岩体力学参数计算[J].中国矿业,2019,28(5):140-145.
[11]朱玺玺,陈从新,夏开宗.基于Hoek-Brown准则的岩体力学参数确定方法[J].长江科学院院报,2015,32(9):111-117.
[12]BEHNAM Y B, DANIAL J A, MOHD F M A. Strength Characterisation of Shale Using Mohr-Coulomb and Hoek-Brown Criteria[J]. Measurement, 2015, 63: 269-281.
[13]赵毅然. 滇中引水工程强烈~剧烈砂化白云岩物理力学特性研究[D].昆明:昆明理工大学,2021.
[14]李志刚,徐光黎,袁 杰,等.针贯入仪在软岩强度测试中的应用[J].岩土力学,2016,37(增刊1):651-658.
[15]RESAT U, ÖMER A, ZEYNAL A,et al. ISRM Suggested Method for the Needle Penetration Test[J]. Rock Mechanics and Rock Engineering, 2014, 47(3): 1073-1085.
[16]CAI M. Practical Estimates of Tensile Strength and Hoek-Brown Strength Parameter mi of Brittle Rocks[J]. Rock Mechanics and Rock Engineering, 2010, 43(2): 167-184.
[17]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.
[18]封立志.隧道围岩力学参数估计及应用研究[D].长沙:湖南大学,2009.
[19]GB/T 50218—2014, 工程岩体分级标准[S].北京:中国计划出版社,2014.
PDF(926 KB)

Accesses

Citation

Detail

Sections
Recommended

/