Microscopic damage tests of creep rock mass under low-frequency disturbance conditions
WANG Bo1, GAO Xiangyu1, SUN Hongxu1, TIAN Zhiyin1, MA Shiji1, JI Bo1, YU Kexiang1, HUANG Wanpeng2, WANG Jun3
(1. School of Emergency Technology and Management, North China Institute of Science and Technology, Sanhe, Hebei 101601, China; 2. College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, Shandong
266590, China; 3. School of Civil Engineering, Shandong Jianzhu University, Jinan, Shandong 250101, China)
Abstract：In the process of deep mining, the dynamic waves generated by mining operations and other activities are predominantly influenced by low-frequency disturbances during the propagation of surrounding rock. These disturbances can easily trigger dynamic disasters such as rock bursts and roof collapses, thereby compromising the stability of the roadway surrounding rock. To investigate the damage characteristics of low-frequency disturbances on creep rock masses, this study focuses on red sandstone and employs the RRTS-IV rock rheological disturbance effect test system to conduct rheological disturbance tests under low-frequency conditions. The results indicate that: (1) A disturbance-sensitive point exists in the rheological rock mass under low-frequency disturbance conditions. As the disturbance frequency increases, the intensity of this sensitivity point decreases, making the rock mass more susceptible to entering the disturbance-sensitive area. (2) Before the axial static load pressure reaches the strength of the disturbance-sensitive point, the axial strain changes gradually decrease with increasing axial pressure, demonstrating nonlinear elastic behavior. Once disturbance-sensitive point is exceeded, the rock mass exhibits heightened sensitivity to external disturbances, leading to intensified damage accumulation and a higher likelihood of instability failure. (3) Analyzing the T2 spectrum and spectral peak area, the ratio of the large pore peak area to the small pore peak area ( ) is utilized to characterize the damage degree of the rock mass under varying frequency conditions. It is observed that the damage degree of the rock mass is positively correlated with the disturbance frequency. (4) From the perspective of the peak area of the T2 spectrum, a microscopic damage evolution equation for the rock under disturbance frequencies of 0.2, 0.5, and 1.0 Hz is established, and the rationality and applicability of this equation are validated by employing the constitutive model of rock mechanics. The research findings provide theoretical support for predicting the failure process of surrounding rock and evaluating the long-term stability of roadway surrounding rock.
王 波1，高翔宇1，孙宏旭1，田志银1，马世纪1，季 渤1，于克祥1，黄万朋2，王 军3. 低频扰动条件下蠕变岩体微观损伤试验研究[J]. 岩石力学与工程学报, 2025, 44(11): 2870-2886.
WANG Bo1, GAO Xiangyu1, SUN Hongxu1, TIAN Zhiyin1, MA Shiji1, JI Bo1, YU Kexiang1, HUANG Wanpeng2, WANG Jun3. Microscopic damage tests of creep rock mass under low-frequency disturbance conditions. , 2025, 44(11): 2870-2886.
[1] 何满潮，武毅艺，高玉兵，等. 深部采矿岩石力学进展[J]. 煤炭学报，2024，49(1)：75–99.(HE Manchao，WU Yiyi，GAO Yubing，et al. Research progress of rock mechanics in deep mining[J]. Journal of China Coal Society，2024，49(1)：75–99.(in Chinese))
[2] 袁 亮. 深部采动响应与灾害防控研究进展[J]. 煤炭学报，2021，46(3)：716–725.(YUAN Liang. Research progress of mining response and disaster prevention and control in deep coal mines[J]. Journal of China Coal Society，2021，46(3)：716–725.(in Chinese))
[3] 齐庆新，潘一山，李海涛，等. 煤矿深部开采煤岩动力灾害防控理论基础与关键技术[J]. 煤炭学报，2020，45(5)：1 567–1 584.(QI Qingxin，PAN Yishan，LI Haitao，et al. Theoretical basis and key technology of prevention and control of coal-rock dynamic disasters in deep coal mining[J]. Journal of China Coal Society，2020，45(5)： 1 567–1 584.(in Chinese))
[4] 谢和平. 深部岩体力学与开采理论研究进展[J]. 煤炭学报，2019，44(5)：1 283–1 305.(XIE Heping. Research review of the state key research development program of China：Deep rock mechanics and mining theory[J]. Journal of China Coal Society，2019，44(5)：1 283–1 305.(in Chinese))
[5] 文晓泽，冯国瑞，郭 军，等. 低频扰动下高应力砂岩非线性动态力学响应特征[J]. 煤炭学报，2024，49(9)：3 810–3 828.(WEN Xiaoze，FENG Guorui，GUO Jun，et al. Nonlinear mechanical dynamic response characteristics of high stress sandstone subject to low frequency disturbance[J]. Journal of China Coal Society，2024，49(9)：3 810–3 828.(in Chinese))
[6] 刘晓林. 低频弱扰动下砂岩蠕变特性及非线性蠕变模型[博士学位论文][D]. 阜新：辽宁工程技术大学，2022.(LIU Xiaolin. Creep characteristics and nonlinear creep model of sandstone under low-frequency weak disturbance[Ph. D. Thesis][D]. Fuxin：Liaoning University of Engineering and Technology，2022.(in Chinese))
[7] 何满潮，刘冬桥，宫伟力，等. 冲击岩爆试验系统研发及试验[J]. 岩石力学与工程学报，2014，33(9)：1 729–1 739.(HE Manchao，LIU Dongqiao，GONG Weili，et al. Development of a testing system for impact rockbursts[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(9)：1 729–1 739.(in Chinese))
[8] 宫凤强，陆道辉，李夕兵，等. 动力扰动下预静载硬岩断裂的增韧和减韧效应[J]. 岩石力学与工程学报，2014，33(9)：1 905–1 915. (GONG Fengqiang，LU Daohui，LI Xibing，et al. Toughness increasing or decreasing effect of hard rock fracture with pre-static loading under dynamic disturbance[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(9)：1 905–1 915.(in Chinese))
[9] 高延法，肖华强，王 波，等. 岩石流变扰动效应试验及其本构关系研究[J]. 岩石力学与工程学报，2008，27(增1)：3 180–3 185. (GAO Yanfa，XIAO Huaqiang，WANG Bo，et al. A rheological test of sandstone with perturbation effect and its constitutive relationship study[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(Supp.1)：3 180–3 185.(in Chinese))
[10] 范庆忠. 岩石蠕变及其扰动效应试验研究[博士学位论文][D]. 青岛：山东科技大学，2006.(FAN Qingzhong. Experimental study on creep and its disturbed effect of rocks[Ph. D. Thesis][D]. Qingdao：Shandong University of Science and Technology，2006.(in Chinese))
[11] 崔希海，李进兰，牛学良，等. 岩石扰动流变规律和本构关系的试验研究[J]. 岩石力学与工程学报，2007，26(9)：1 875–1 881.(CUI Xihai，LI Jinlan，NIU Xueliang，et al. Experimental study on rheological regularity and constitutive relationship of rock under disturbing loads[J] Chinese Journal of Rock Mechanics and Engineering，2007，26(9)： 1 875–1 881.(in Chinese))
[12] 王 波，田志银，马世纪，等. 流变扰动条件下敏感邻域内岩体微观损伤试验研究[J]. 岩石力学与工程学报，2024，43(增2)：3 820–3 831.(WANG Bo，TIAN Zhiyin，MA Shiji，et al. Experimental study on micro-damage of rock mass in sensitive neighborhood under rheological disturbance[J]. Chinese Journal of Rock Mechanics and Engineering，2024，43(Supp.2)：3 820–3 831.(in Chinese))
[13] 王 波，田志银，马世纪，等. 流变扰动条件下红砂岩敏感邻域范围试验研究[J]. 煤炭学报，2025，50(2)：917–929.(WANG Bo，TIAN Zhiyin，MA Shiji，et al. Sensitive neighborhood range of red sandstone under rheological disturbance condition[J]. Journal of China Coal Society，2025，50(2)：917–929.(in Chinese))
[14] 黄万朋，孙远翔，陈绍杰. 岩石蠕变扰动效应理论及其在深地动压工程支护中的应用[J]. 岩土工程学报，2021，43(9)：1 621–1 630. (HUANG Wanpeng，SUN Yuanxiang，CHEN Shaojie. Theory of creep disturbance effect of rock and its application in support of deep dynamic engineering[J]. Chinese Journal of Geotechnical Engineering，2021，43(9)：1 621–1 630.(in Chinese))
[15] 刘之喜，王 伟，罗吉安，等. 岩石单轴压缩试验中能量演化分析方法[J]. 煤炭学报，2020，45(9)：3 131–3 139.(LIU Zhixi，WANG Wei，LUO Ji?an，et al. Method of energy evolution of rock under uniaxial compression test[J]. Journal of China Coal Society，2020，45(9)：3 131–3 139.(in Chinese))
[16] 刘之喜，孟祥瑞，赵光明，等. 真三轴压缩下砂岩的能量和损伤分析[J]. 岩石力学与工程学报，2023，42(2)：327–341.(LIU Zhixi，MENG Xiangrui，ZHAO Guangming，et al. Energy and damage analysis of sandstone under true triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering，2023，42(2)：327–341. (in Chinese))
[17] 李利萍，胡学锦，潘一山，等. 煤的冲击倾向性对深部煤岩界面超低摩擦效应影响研究[J]. 岩土力学，2024，45(6)：1 633–1 642.(LI Liping，HU Xuejin，PAN Yishan，et al. Study on the influence of bursting liability of coal on the ultra-low friction effect at deep coal-rock interface [J]. Rock and Soil Mechanics，2024，45(6)：1 633– 1 642.(in Chinese))
[18] 赵光明，许文松，孟祥瑞，等. 扰动诱发高应力岩体开挖卸荷围岩失稳机制[J]. 煤炭学报，2020，45(3)：936–948.(ZHAO Guangming，XU Wensong，MENG Xiangrui，et al. Instability mechanism of high stress rock mass under excavation and unloading induced by disturbance[J]. Journal of China Coal Society，2020，45(3)：936–948.(in Chinese))
[19] 樊宝杰. 循环扰动载荷下岩石的力学特性及损伤破坏试验研究[博士学位论文][D]. 湘潭：湖南科技大学，2023.(FAN Baojie. Rock Mechanical properties and experimental study on damage failure under cyclic disturbance load[Ph. D. Thesis][D]. Xiangtan：Hunan University of Science and Technology，2023.(in Chinese))
[20] 郝显福，陆道辉，孙 嘉，等. 微扰动作用下预静载硬岩的断裂特性研究[J]. 黄金，2016，37(9)：34–38.(HAO Xianfu，LU Daohui，SUN Jia，et al. Study of hard rock fracture properties with pre-static load under micro disturbance[J]. Gold，2016，37(9)：34–38.(in Chinese))
[21] 赵光明，刘崇岩，许文松，等. 扰动诱发高应力卸荷岩体破坏特征试验研究[J]. 煤炭学报，2021，46(2)：412–423.(ZHAO Guangming，LIU Chongyan，XU Wensong，et al. Experimental study on the failure characteristics of high stress unloading rock mass induced by disturbance[J]. Coal Journal，2021，46(2)：412–423.(in Chinese))
[22] 赵光明，许文松，孟祥瑞，等. 扰动诱发高应力岩体开挖卸荷围岩失稳机制[J]. 煤炭学报，2020，45(3)：936–948.(ZHAO Guangming，XU Wensong，MENG Xiangrui，et al. Instability mechanism of high stress rock mass under excavation and unloading induced by disturbance[J]. Journal of China Coal Society，2020，45(3)：936–948.(in Chinese))
[23] 王 波，任永政，田志银，等. 流变扰动条件下岩石微观损伤试验研究[J]. 煤炭学报，2024，49(增2)：852–861.(WANG Bo，REN Yongzheng，TIAN Zhiyin，et al. Experimental study on micro-damage of rock under rheological disturbance[J]. Journal of China Coal Society，2024，49(Supp.2)：852–861.(in Chinese))
[24] 蔡美峰，何满潮，刘东燕. 岩石力学与工程[M]. 北京：科学出版社，2002：35–37.(CAI Meifeng，HE Manchao，LIU Dongyan. Rock mechanics and engineering[M]. Beijing：Science Press，2002：35–37.(in Chinese))
[25] 李 明，浦 海，陈彦龙，等. 压剪复合载荷下煤岩蠕变力学特性及声发射特征[J]. 采矿与安全工程学报，2024，41(4)：801–812.(LI Ming，PU Hai，CHEN Yanlong，et al. Creep mechanical properties and acoustic emission characteristics of coal and rock under compressive shear combined load[J]. Journal of Mining and Safety Engineering，2024，41(4)：801–812.(in Chinese))
[26] 王 波，陆长亮，崔 峰，等. 基于CT扫描岩石蠕变扰动特性单轴压缩试验研究[J]. 采矿与岩层控制工程学报，2023，5(3)：43–53.(WANG Bo，LU Changliang，CUI Feng，et al. Uniaxial compression test research on rock creep disturbance characteristics based on CT scanning[J]. Journal of Mining And Strata Control Engineering，2023，5(3)：43–53.(in Chinese))
[27] 高延法，范庆忠，崔希海，等. 岩石流变及其扰动效应试验研究[M]. 北京：科学出版社，2007：1–10.(GAO Yanfa，FAN Qingzhong，CUI Xihai，et al. Experimental Study on the perturbation effect of rock rheology[M]. Beijing：Science Press，2007：1–10.(in Chinese))
[28] 韦立德，杨春和，徐卫亚. 考虑体积塑性应变的岩石损伤本构模型研究[J]. 工程力学，2006，(1)：139–143.(WEI Lide，YANG Chunhe，XU Weiya. A damage constitutive model for rock with plastic volume strain[J]. Engineering Mechanics，2006，(1)：139–143.(in Chinese))
[29] 王 波，任永政，田志银，等. 流变扰动效应下红砂岩敏感邻域范围试验研究[J]. 煤炭科学技术，2025，53(4)：255–265.(WANG Bo，REN Yongzheng，TIAN Zhiyin，et al. Experimental study on the sensitive neighboring area range of red sandstone under rheological disturbance effect[J]. Coal Science and Technology，2025，53(4)：255–265.(in Chinese))
[30] 王 波，陆长亮，刘重阳，等. 流变扰动效应引起岩石微观损伤演化试验研究[J]. 煤炭学报，2020，45(增1)：247–254.(WANG Bo，LU Changliang，LIU Chongyang，et al. Experimental study on rock micro damage evolution caused by heological disturbance effect[J]. Journal of China Coal Society，2020，45(Supp.1)：247–254.(in Chinese))
[31] 刘文博，张树光，黄 翔，等. 基于蠕变曲线对称的蠕变模型研究及参数敏感性分析[J]. 煤炭科学技术，2024，52(7)：48–56.(LIU Wenbo，ZHANG Shuguang，HUANG Xiang，et al. Study on symmetric creep model based on creep curves and parametric sensitivity analysis[J]. Coal Science and Technology，2024，52(7)：48–56.(in Chinese))
2025, Vol. 44 
