Characteristics of Rock Core Discing under High Geostress

HU Wei, WU Ai-qing, CHEN Sheng-hong, LIU Yuan-kun, LI Yong-song

Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (3) : 13-20.

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Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (3) : 13-20. DOI: 10.11988/ckyyb.20171104
TESTS AND THEORIES OF ROCK AND SOIL MECHANICS

Characteristics of Rock Core Discing under High Geostress

  • HU Wei1, WU Ai-qing1, CHEN Sheng-hong2, LIU Yuan-kun1, LI Yong-song1
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Abstract

The rock drilling core discing in Jinping Hydro-power Station under high geostress environment is investigated. On the basis of summarizing the existing research results, the macroscopic failure characteristics, discing quantity, thickness and characteristics of borehole were described. The core discing mechanism and the field stress condition of the core discing were summarized through numerical simulation.Results show that: 1) during the drilling process, the tensile stress zone crossing rock core is the dominant factor of core discing crack, and the morphology of rock disk is affected by the tensile stress in the core; 2) sufficient field stress is the primary condition of core discing, and higher tensile stress is induced in the core with higher field stress,and also the condition of core discing crack initiation and expansion is more adequate, and the rock disk’s thickness gets smaller; 3) the increase of radial field stress of borehole has a positive effect on the tensile stress induced in the drilling core, and the axial field stress is opposite; 4) the average value of the maximum tensile stress cross line in the core is defined by comparing with the tensile strength of rock, and the formula of field stress in the presence of drilling core discing is deduced.According to the calculation,the critical condition of Jinping marble rock(T2b) discing crack is that the radial field stress of borehole should be beyond 34.44 MPa.

Key words

borehole / rock core discing / high geostress / Jinping deep rock mass / rock strength

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HU Wei, WU Ai-qing, CHEN Sheng-hong, LIU Yuan-kun, LI Yong-song. Characteristics of Rock Core Discing under High Geostress[J]. Journal of Changjiang River Scientific Research Institute. 2018, 35(3): 13-20 https://doi.org/10.11988/ckyyb.20171104

References

[1] OBERT L,STEPHENSON D E. Stress Conditions under which Core Discing Occurs[J]. Society of Mining Engineers of AIME Transactions, 1965,232(3):227-235.
[2] DURELLI A J,OBERT L, PARKS V J. Stress Required to Initiate Core Discing[J]. Transaction Society of Mining Engineers, 1968,241:1065-1073.
[3] JAEGER J C,COOK N G W. Pinching-off and Disking of Rocks[J]. Journal of Geophysical Research, 1963,68(6):1759-1765.
[4] DYKE C G. Core Discing: Its Potential as an Indicator of Principal in Situ Stress Directions[C]∥International Society for Rock Mechanics and Rock Engineering, ISRM International Symposium, Pau, France, August 30-September 2, 1989. Rotterdam:A. A. Balkema,1989:1057.
[5] LI Y, SCHMITT D R. Effects of Poisson’s Ratio and Core Stub Length on Bottomhole Stress Concentrations[J]. International Journal of Rock Mechanics and Mining Sciences, 1997,34(5):761-773.
[6] MATSUKI K, KAGA N, YOKOYAMA T, et al. Determination of Three Dimensional in Situ Stress from Core Discing Based on Analysis of Principal Tensile Stress[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(7):1167-1190.
[7] KAGA N,MATSUKI K, SAKAGUCHI K. The in Situ Stress States Associated with Core Discing Estimated by Analysis of Principal Tensile Stress[J]. International Journal of Rock Mechanics and Mining Sciences, 2003,40(5):653-665.
[8] CORTHÉSY R,LEITE M H. A Strain-softening Numerical Model of Core Discing and Damage[J]. International Journal of Rock Mechanics and Mining Sciences, 2008,45(3): 329-350.
[9] 姚宝魁.二滩坝址岩心裂饼现象及其断裂破坏机制[J]. 地质科学,1986,(3):300-311.
[10]刘世煌.拉西瓦水电站的岩芯饼化现象[J].西北水电技术,1988,(3):11-18.
[11]尚岳全,孙 琪.天荒坪电站岩芯饼化机制分析[J].地质灾害与环境保护,1991,2(2):49-52.
[12]侯发亮,刘 军,卓 光.应力解除时岩芯中的应力状态及饼状岩芯破裂成因分析[J].岩石力学与工程学报, 1986,5(1):61-78.
[13]LIM S S. In-situ Stress Magnitude and Core Disking[D]. Edmonton:University of Alberta,2013.
[14]钱七虎,李树忱.深部岩体工程围岩分区破裂化现象研究综述[J].岩石力学与工程学报,2008,27(6):1278-1284.
[15]HAIMSON B C,LEE M Y. Estimating Deep in Situ Stresses from Borehole Breakouts and Core Disking—Experimental Results in Granite[C]∥Proceedings of the International Workshop on Rock Stress Measurement at Great Depth, the 8th International Congress on Rock Mechanics, Tokyo, September, 1995: Rotterdam: A. A. Balkema, 1995:19-24.
[16]SCHMITT D R,CURRIE C A,ZHANG L. Crustal Stress Determination from Boreholes and Rock Cores: Fundamental Principles[J].Tectonophysics, 2012, 580: 1-26.
[17]李占海,李邵军,冯夏庭,等.深部岩体岩芯饼化特征分析与形成机制研究[J].岩石力学与工程学报,2011,30(11): 2254-2266.
[18]汪 斌,朱杰兵,邬爱清,等.锦屏大理岩加、卸载应力路径下力学性质试验研究[J]岩石力学与工程学报,2008,27(10):2138-2145.
[19]周 辉,杨艳霜,肖海斌,等.硬脆性大理岩单轴抗拉强度特性的加载速率效应研究——试验特征与机制[J].岩石力学与工程学报,2013,32(9):1868-1875.
[20]刘元坤,韩晓玉,汪 洋,等.锦屏深部岩体地应力测试专题报告[R].武汉:长江水利委员会长江科学院,2012.
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