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Mine Engineering 2023
中关铁矿首采区岩体力学参数确定
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Abstract:
确定可靠的岩体力学参数对中关铁矿岩体稳定性分析和后期开挖模拟等具有重要作用。本文通过采集首采区13号穿脉地质钻孔岩心,获取-230水平矿体、上盘围岩和下盘围岩的岩石力学参数。在室内岩石力学试验和BQ岩体质量分级的基础上,利用BQ与RMR的关系式计算GSI值,运用RocData程序确定中关铁矿首采区的岩体力学参数,比较矿岩体的经验估算值和试验值。结果表明,Hoek-Brown强度准则估算值和BQ线性插值结果基本一致,可将BQ值直接应用到Hoek-Brown准则的岩体力学参数确定中,为矿体开挖模拟和类似工程应用提供依据。
Determining reliable rock mass mechanical parameters plays an important role in the stability analysis and post-excavation simulation of Zhongguan iron ore rock mass. In this paper, the rock mechanical parameters of -230 horizontal ore body, upper plate surrounding rock and lower disk surrounding rock are obtained by collecting the geological drilling core of No. 13 in the first mining area. On the basis of indoor rock mechanics test and rock mass classification, the GSI value is calculated using the relationship between BQ and RMR, and the RocData program is used to de-termine the rock mass mechanical parameters in the first mining area of Zhongguan iron mine, and compare the empirical estimates and test values of the ore body. The results show that the es-timated Hoek-Brown strength criterion is basically the same as the BQ linear interpolation results, and the BQ value can be directly applied to the determination of rock mass mechanical parameters, providing a basis for ore body excavation simulation and similar engineering applications.
[1] | 张成良, 李鹏, 王亚宁, 等. 基于掌子面岩体结构扫描的隧道岩体力学参数确定方法研究[J]. 化工矿物与加工, 2022, 51(3): 21-26. |
[2] | 姜光成, 胡乃联, 洪根意, 等. 基于GSI值量化和修正方法的岩体力学参数确定[J]. 岩土力学, 2018, 39(6): 2211-2218. |
[3] | 周念清, 杨楠, 汤亚琦, 等. 基于Hoek-Brown准则确定核电工程场地岩体力学参数[J]. 吉林大学学报(地球科学版), 2013, 43(5): 1517-1522, 1532. |
[4] | 赵国彦, 刘东锐, 董陇军. 爆破扰动下露天矿边坡岩体力学参数确定[J]. 科技导报, 2013, 31(3): 33-37. |
[5] | 杨帆, 侯克鹏, 谢永利. 强风化云母石英片岩力学参数确定方法[J]. 长安大学学报(自然科学版), 2012, 32(2):29-33, 38. |
[6] | 刘先珊, 乔士豪, 李俊平, 等. 鸡冠咀矿区岩体力学参数的确定及数值模拟反演分析[J/OL].安全与环境学报: 1-10. https://kns.cnki.net/kns8/Detail?sfield=fn&QueryID=3&CurRec=1&recid=&FileName=AQHJ20220415005&DbNam e=CAPJLAST&DbCode=CAPJ&yx=Y&pr=&URLID=11.4537.X.20220416.1747.001, 2023-06-29. |
[7] | 刘波, 杨亚刚. 基于离散裂隙网络与离散元耦合方法的礼让隧道岩体力学参数确定[J]. 科学技术与工程, 2020, 20(23): 9567-9573. |
[8] | 姜光成, 胡乃联, 林成浩, 等. 岩体力学参数确定的GA-FLAC~(3D)位移反演方法[J]. 金属矿山, 2017(11): 37-41. |
[9] | 严秋荣, 冯君, 杨涛, 等. 节理岩体力学参数确定的数值试验方法[J]. 同济大学学报(自然科学版), 2017, 45(2): 188-194. |
[10] | 钟正强, 彭振斌, 彭文祥. 基于非线性破坏准则的岩体剪切强度参数确定方法[J]. 科技导报, 2009, 27(15): 64-66. |
[11] | 崔少东, 郭书太, 高剑锋. 基于GSI和Q系统岩体力学参数确定方法及应用[J]. 现代隧道技术, 2015, 52(6): 43-47. |
[12] | 许宏发, 陈锋, 王斌, 等. 岩体分级BQ与RMR的关系及其力学参数估计[J]. 岩土工程学报, 2014, 36(1): 195-198. |
[13] | 张占荣, 杨艳霜, 赵新益, 等. 岩体变形参数确定的经验方法研究[J]. 岩石力学与工程学报, 2016, 35: 3195-3202. |
[14] | 邓文学, 杨天鸿, 南世卿, 等. 司家营铁矿东帮边坡岩体力学参数确定及稳定性分析[J]. 金属矿山, 2016(3): 15-19. |
[15] | 郭斌, 王立杰, 王福全, 等. 某铁矿采场节理裂隙调查及矿岩稳定性分析[J]. 现代矿业, 2022, 38(4): 207-210. |
[16] | 蔡美峰, 主编. 岩石力学与工程[M]. 北京: 科学出版社, 2002: 491. |
[17] | Karrech, A., Dong, X., Elchalakani, M., et al. (2022) Limit Analysis for the Seismic Stability of Three-Dimensional Rock Slopes Using the Generalized Hoek-Brown Criterion. International Journal of Mining Science and Technology, 32, 237-245. https://doi.org/10.1016/j.ijmst.2021.10.005 |
[18] | 周火明, 等. 复杂岩体力学参数取值研究[J]. 岩石力学与工程学报, 2002, 21(Z1): 2045-2048. |
[19] | Wang, X.G., Wan, G.J.D., Feng, G.T., et al. (2017) A Modified Hoek-Brown Failure Criterion Considering the Damage to Reservoir Bank Slope Rocks Under Water Saturation-Dehydration Circulation. Journal of Mountain Science, 14, 771-781. https://doi.org/10.1007/s11629-016-4206-x |
[20] | GB/T 50218-2014, 工程岩体分级标准[S]. 北京: 中国计划出版社. |