| Citation: |
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. DOI: 10.12438/cst.2023-1825
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Deep rock masses are increasingly at risk of destabilization and disaster due to “strong disturbances” and “high geostress”. Conducting rheological disturbance effect theoretical research is a key part of controlling the stability of deep rock masses. Among these, the identification and analysis of the sensitive neighboring areas affected by rock rheological disturbance effects is an important component. This study, under different confining pressure conditions, subdivides the axial stress levels of red sandstone rheology, selecting stages of cumulative residual deformation development under rock rheological disturbance effects (attenuation stage, near constant speed stage, and acceleration stage). It combines the consistency correlation between the rheological disturbance effects and the dynamic response of the micro-pore structure of the rocks, analyzing from multiple perspectives the evolutionary characteristics of the sensitive neighboring areas affected by red sandstone rheological disturbance. The results show: ① Under different confining pressure conditions, the development stages of cumulative residual deformation in red sandstone rheological disturbance show characteristics similar to static rheology. With the increase of confining pressure, the response characteristics and rates of different stages change significantly, thereby affecting the stability and strength of the rock mass. ② Using the rheological disturbance sensitivity correlation coefficient of the rocks, the sensitive neighboring areas of red sandstone rheological disturbance are further divided into weakly sensitive and strongly sensitive areas, and it is pointed out that the weakly sensitive area should be considered a key stage in the stability protection of rheological rock masses. ③ By integrating the response analysis of macro and micro damage evolution characteristics under different confining pressure conditions, an increase in confining pressure leads to a contraction of the range of red sandstone rheological disturbance sensitive neighboring areas and a reduction in the weakly sensitive intervals, accelerating the transformation towards strongly sensitive characteristics. At the same time, with the increase of confining pressure, the failure development rate of red sandstone in the strong sensitive neighborhood also increases. This study, through a comprehensive analysis of the dynamic response of the micro-pore structure and macroscopic deformation of red sandstone under rheological disturbance effects, reveals from multiple perspectives the dynamic evolutionary characteristics of the sensitive neighboring areas affected by red sandstone rheological disturbance effects, providing a theoretical basis for the safe mining and stability assessment of deep rock masses.
| [1] |
FABRE G,PELLET F. Creep and time-dependent damage in argillaceous rocks[J]. International Journal of Rock Mechanics and Mining Sciences,2006,43(6):950−960. doi: 10.1016/j.ijrmms.2006.02.004
|
| [2] |
TSAI L S,HSIEH Y M,WENG M C,et al. Time-dependent deformation behaviors of weak sandstones[J]. International Journal of Rock Mechanics and Mining Sciences,2008,45(2):144−154. doi: 10.1016/j.ijrmms.2007.04.008
|
| [3] |
徐鹏,杨圣奇. 复合岩层三轴压缩蠕变力学特性数值模拟研究[J]. 采矿与安全工程学报,2018,35(1):179−187.
XU Peng,YANG Shengqi. Numerical analysis of creep mechanical property for bedded composite rock[J]. Journal of Mining & Safety Engineering,2018,35(1):179−187.
|
| [4] |
彭俊杰,李凯,祝凤金,等. 岩石单轴压缩蠕变损伤本构模型[J]. 防灾减灾工程学报,2019,39(5):835−841.
PENG Junjie,LI Kai,ZHU Fengjin,et al. A uniaxial compression creep damage constitutive model for rock[J]. Journal of Disaster Prevention and Mitigation Engineering,2019,39(5):835−841.
|
| [5] |
李晓峰. 复杂环境下砂岩蠕变特性及损伤本构模型研究[D]. 阜新:辽宁工程技术大学,2022:15−108.
LI Xiaofeng. Research on creep characteristics and damage constitutive model of sandstone under complex environment[D]. Fuxin:Liaoning Technical University,2022:15−108.
|
| [6] |
ZHANG L Z,HUANG C X,LI Z P,et al. Uniaxial creep test analysis on creep characteristics of fully weathered sandy shale[J]. Processes,2023,11(2):610. doi: 10.3390/pr11020610
|
| [7] |
HOU R B,CUI Q Z,WU H H,et al. Creep behavior and long-term strength characteristics of pre-peak damaged sandstone under conventional triaxial compression[J]. Scientific Reports,2023,13(1):3850. doi: 10.1038/s41598-023-31028-6
|
| [8] |
PAN X K,BERTO F,ZHOU X P. Creep mechanical characteristics and nonlinear viscoelastic-plastic creep model of sandstone after high temperature heat treatment[J]. Fatigue & Fracture of Engineering Materials & Structures,2023,46(8):2982−3000.
|
| [9] |
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,2007:50−68.
|
| [10] |
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(S1):3180−3185.
GAO Yanfa,XIAO Huaqiang,WANG Bo,et al. Rheological disturbance effect test and constitutive relation of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(S1):3180−3185.
|
| [11] |
崔希海. 岩石流变扰动效应及试验系统研究[D]. 青岛:山东科技大学,2007.
CUI Xihai. Disturbance effect of rock rheology and experimental system[D]. Qingdao:Shandong University of Science and Technology,2007.
|
| [12] |
范庆忠. 岩石蠕变及其扰动效应试验研究[D]. 青岛:山东科技大学,2006.
FAN Qingzhong. Experimental study on rock creep and its disturbance effect[D]. Qingdao:Shandong University of Science and Technology,2006.
|
| [13] |
王青元,刘杰,王培涛,等. 冲击扰动诱发蠕变岩石加速失稳破坏试验[J]. 岩土力学,2020,41(3):781−788,798.
WANG Qingyuan,LIU Jie,WANG Peitao,et al. Experimental investigation of accelerated failure of creep rock induced by impact disturbance[J]. Rock and Soil Mechanics,2020,41(3):781−788,798.
|
| [14] |
王波,高延法,王军. 流变扰动效应引起围岩应力场演变规律分析[J]. 煤炭学报,2010,35(9):1446−1450.
WANG Bo,GAO Yanfa,WANG Jun. Evolution law analysis on surrounding rock stress field by rheology disturbed effects[J]. Journal of China Coal Society,2010,35(9):1446−1450.
|
| [15] |
王波,高昌炎,陈学习,等. 岩石流变扰动特性单轴压缩试验研究[J]. 煤炭学报,2017,42(6):1443−1450.
WANG Bo,GAO Changyan,CHEN Xuexi,et al. Axial load test study on the perturbation properties of rock rheology[J]. Journal of China Coal Society,2017,42(6):1443−1450.
|
| [16] |
王波,刘重阳,高昌炎,等. 强度极限邻域内岩石单轴蠕变扰动试验研究[J]. 煤炭科学技术,2018,46(7):81−86.
WANG Bo,LIU Chongyang,GAO Changyan,et al. Experimental study on uniaxial creep disturbance of rock in the neighborhood of strength limit[J]. Coal Science and Technology,2018,46(7):81−86.
|
| [17] |
王波,刘重阳,陈学习,等. 蠕变扰动效应下红砂岩强度极限邻域试验研究[J]. 煤炭科学技术,2021,49(9):54−60.
WANG Bo,LIU Chongyang,CHEN Xuexi,et al. Experimental study on range of strength limit neighborhood of red sandstone under effect of creep disturbance[J]. Coal Science and Technology,2021,49(9):54−60.
|
| [18] |
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(S1):247−254.
WANG Bo,LU Changliang,LIU Chongyang,et al. Experimental study on microscopic damage evolution of rock caused by rheological disturbance effect[J]. Journal of China Coal Society,2020,45(S1):247−254.
|
| [19] |
王波,陆长亮,黄子康,等. 岩石三轴流变扰动效应损伤演化特征试验研究[J]. 采矿与岩层控制工程学报,2021,3(4):5−14.
WANG Bo,LU Changliang,HUANG Zikang,et al. Experimental study on damage evolution characteristics of rock under triaxial rheological disturbance[J]. Journal of Mining and Strata Control Engineering,2021,3(4):5−14.
|
| [20] |
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):1621−1630.
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):1621−1630.
|
| [21] |
刘重阳. 岩石蠕变扰动效应试验系统及强度极限邻域范围研究[D]. 廊坊:华北科技学院,2020.
LIU Chongyang. Rock creep disturbance effect test system and strength limit neighborhood range research[D]. Langfang:North China Institute of Science and Technology,2020.
|
| [22] |
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.
|
| [23] |
王波,高昌炎,陈学习,等. 岩石流变扰动效应三轴压缩试验研究[J]. 煤炭学报,2018,43(S2):403−411.
WANG Bo,GAO Changyan,CHEN Xuexi,et al. Triaxial compression test of rock rheological disturbance effect[J]. Journal of China Coal Society,2018,43(S2):403−411.
|
| [24] |
白松涛,程道解,万金彬,等. 砂岩岩石核磁共振T2谱定量表征[J]. 石油学报,2016,37(3):382−391,414. doi: 10.7623/syxb201603010
BAI Songtao,CHENG Daojie,WAN Jinbin,et al. Quantitative characterization of sandstone NMR T2 spectrum[J]. Acta Petrolei Sinica,2016,37(3):382−391,414. doi: 10.7623/syxb201603010
|
| [25] |
王波,马世纪,田志银,等. 不同加载条件下含瓦斯煤岩强度极限邻域范围研究[J]. 煤炭科学技术,2024,52(7):114−125.
WANG Bo,MA Shiji,TIAN Zhiyin,et al. Study on the strength limit neighborhood range of gas-bearing coal rock under different loading conditions[J]. Coal Science and Technology,2024,52(7):114−125.
|
| [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.
|
| [27] |
王波,高昌炎,陈学习,等. 岩石流变扰动效应三轴试验系统[J]. 煤炭学报,2018,43(2):433−440.
WANG Bo,GAO Changyan,CHEN Xuexi,et al. Triaxial test system for rock rheological perturbation effect[J]. Journal of China Coal Society,2018,43(2):433−440.
|
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