(1. State Key Laboratory of Coal Mine Disaster Dynamics and Control,Chongqing University,Chongqing 400044,China;
2. State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam,
Chongqing University,Chongqing 400044,China)
Abstract:The new seepage channels were added to the original transparent triaxial compression servo-control test system to conduct the visual triaxial compression tests of rock under seepage-stress coupling conditions. Triaxial compression tests were conducted on sandstone under the conditions of different seepage states and different seepage pressure differences to verify the reliability and necessity of the test system. The experimental results show that the mechanical properties of rock were weakened under the water pressure at both ends of the rock,and the two seepage limit state tests cannot represent the influence of all the seepage-stress coupling conditions on the mechanical properties of rock. And the large strain data points in the radial strain field gradually gather near the fracture surface with the increase of axial stress,and the deformation localization occurs. Therefore,the mechanism of seepage field on rock mechanical properties can be better studied by the mechanical tests under complex seepage-stress coupling.
[1] 李 根,唐春安,李连崇. 水岩耦合变形破坏过程及机理研究进展[J]. 力学进展,2012,42(5):593–619.(LI Gen,TANG Chun?an,LI Lianchong. Research progress on the process and mechanism of coupling deformation and failure of water and rock[J]. Advances in Mechanics,2012,42(5):593–619.(in Chinese))
[2] 谢和平,高 峰,鞠 杨. 深部岩体力学研究与探索[J]. 岩石力学与工程学报,2015,34(11):2 161–2 178.(XIE Heping,GAO Feng,JU Yang. Research and development of rock mechanics in deep ground engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(11):2 161–2 178.(in Chinese))
[3] 周创兵,陈益峰,姜清辉,等. 论岩体多场广义耦合及其工程应用[J]. 岩石力学与工程学报,2008,27(7):1 329–1 340.(ZHOU Chuangbing,CHEN Yifeng,JIANG Qinghui,et a1. On generalized multi-field coupling for fractured rock masses and its applications to rock engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 329–1 340.(in Chinese))
[4] MAKHNENKO R,GE C,LABUZ J. Localization of deformation in fluid-saturated sandstone[J]. International Journal of Rock Mechanics and Mining Sciences,2020,134:104455.
[5] 王 伟,李雪浩,胡大伟,等. 脆性岩石三轴压缩渐裂过程中的渗透性演化规律研究[J]. 岩土力学,2016,37(10):2 761–2 768. (WANG Wei,LI Xuehao,HU Dawei,et al. Study on the permeability evolution law of brittle rock during triaxial compression and gradual cracking[J]. Rock and Soil Mechanics,2016,37(10):2 761–2 768.(in Chinese))
[6] GIOT R,AUVRAY C,CONIL N,et al. Multi-stage water permeability measurements on claystone by steady and transient flow methods[J]. Engineering Geology,2018,247:27–37.
[7] MENG F,WONG L,ZHOU H,et al. Shear rate effects on the post-peak shear behaviour and acoustic emission characteristics of artificially split granite joints[J]. Rock Mechanics and Rock Engineering,2019,52(2489):2 155–2 174.
[8] 赵延林,唐劲舟,王卫军,等. 常规三轴压缩条件下茅口灰岩流固耦合破坏行为研究[J]. 采矿与安全工程学报,2018,35(1):205–212.(ZHAO Yanlin,TANG Jinzhou,WANG Weijun,et al. Study on failure behavior of fluid-solid coupling under conventional triaxial compression for Maokou limestone[J]. Journal of Mining and Safety Engineering,2018,35(1):205–212.(in Chinese))
[9] 张俊文,宋治祥,范文兵,等. 应力–渗流耦合下砂岩力学行为与渗透特性试验研究[J]. 岩石力学与工程学报,2019,38(7):1 364–1 372.(ZHANG Junwen,SONG Zhixiang,FAN Wenbing,et al. Experimental study on mechanical behavior and permeability characteristics of sandstone under stress-seepage coupling[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(7):1 364– 1 372.(in Chinese))
[10] 彭守建,张倩文,许 江,等. 基于三维数字图像相关技术的砂岩渗流–应力耦合变形局部化特性试验研究[J]. 岩土力学,2022,43(5):1 197–1 206.(PENG Shoujian,ZHANG Qianwen,XU Jiang,et al. Experimental study of deformation localization characteristics of sandstone under seepage-stress coupling based on 3D digital image correlation technology[J]. Rock and Soil Mechanics,2022,43(5): 1 197–1 206.(in Chinese))
[11] 杨福见,胡大伟,田振保,等. 高静水压力压实作用下疏松砂岩渗透特性演化及其机制[J]. 岩土力学,2020,41(1):67–77.(YANG Fujian,HU Dawei,TIAN Zhenbao,et al. Evolution and mechanism of permeability characteristics of loose sandstone under high hydrostatic pressure compaction[J]. Rock and Soil Mechanics,2020,41(1):67–77.(in Chinese))
[12] 张培森,赵成业,侯季群,等. 温度–应力–渗流耦合条件下红砂岩渗流特性试验研究[J]. 岩石力学与工程学报,2020,39(10): 1 957–1 974.(ZHANG Peisen,ZHAO Chengye,HOU Jiqun,et al. Experimental study on seepage characteristics of deep sandstone under temperature-stress-seepage coupling conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(10):1 957–1 974.(in Chinese))
[13] JEANPERT J,ISEPPI M,ADLER P,et al. Fracture controlled permeability of ultramafic basement aquifers. Inferences from the Koniambo massif,New Caledonia[J]. Engineering Geology,2019,256:67–83.
[14] CHEN Y,XU J,PENG S,et al. Strain localisation and seepage characteristics of rock under triaxial compression by 3D digital image correlation[J]. International Journal of Rock Mechanics and Mining Sciences,2022,152:105064.
[15] XUE Y,ZHOU B,LI S,et al. Deformation rule and mechanical characteristic analysis of subsea tunnel crossing weathered trough[J]. Tunnelling and Underground Space Technology,2021,114:103989.
[16] 张培森,侯季群,赵成业,等. 不同围压不同损伤程度红砂岩渗流特性试验研究[J]. 岩石力学与工程学报,2020,39(12):2 405– 2 415.(ZHANG Peisen,HOU Jiqun,ZHAO Chengye,et al. Experimental study on seepage characteristics of red sandstone with different confining pressures and different damage degrees[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(12):2 405–2 415.(in Chinese))
[17] MUNOZ H,TAHERI A,CHANDA E. Fracture energy-based brittleness index development and brittleness quantification by pre-peak strength parameters in rock uniaxial compression[J]. Rock Mechanics and Rock Engineering,2016,49(12):4 587–4 606.
[18] 李地元,胡楚维,朱泉企,等. 预制裂隙花岗岩动静组合加载力学特性和破坏规律试验研究[J]. 岩石力学与工程学报,2020,39(6):1 081–1 093.(LI Diyuan,HU Chuwei,ZHU Quanqi,et al. Experimental study on mechanical properties and failure laws of granite with an artificial flaw under coupled static and dynamic loads[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(6):1 081–1 093.(in Chinese))
[19] 范 杰,朱 星,胡桔维,等. 基于3D–DIC的砂岩裂纹扩展及损伤监测试验研究[J]. 岩土力学,2022,43(4):1 009–1 019.(FAN Jie,ZHU Xing,HU Juewei,et al. Experimental study on crack propagation and damage monitoring of sandstone using three-dimensional digital image correlation technology[J]. Rock and Soil Mechanics,2022,43(4):1 009–1 019.(in Chinese))
[20] 杜 凯,邓建华,王化俗,等. 基于3D–DIC技术的约束岩石裂缝扩展研究[J]. 力学季刊,2021,42(4):743–751.(DU Kai,DENG Jianhua,WANG Huasu,et al. Research on constrained rock crack propagation based on 3D?DIC technology[J]. Chinese Quarterly of Mechanics,2021,42(4):743–751.(in Chinese))
[21] 齐飞飞,张 科,谢建斌. 基于DIC技术的含不同节理密度类岩石试件破裂机制研究[J]. 岩土力学,2021,42(6):1 669–1 680.(QI Feifei,ZHANG Ke,XIE Jianbin. Fracturing mechanism of rock-like specimens with different joint densities based on DIC technology[J]. Rock and Soil Mechanics,2021,42(6):1 669–1 680.(in Chinese))
[22] 大久保诚介,汤 杨,许 江,等. 3D–DIC系统在岩石力学试验中的应用[J]. 岩土力学,2019,40(8):3 263–3 273.(SEISUKE Okubo,TANG Yang,XU Jiang,et al. Application of 3D-DIC system in rock mechanic test[J]. Rock and Soil Mechanics,2019,40(8): 3 263–3 273.(in Chinese))
[23] 大久保诚介,汤 杨,许 江,等. 可视化三轴压缩伺服控制试验系统的改进和应用[J]. 岩石力学与工程学报,2017,36(增1):3 351–3 358.(SEISUKE Okubo,TANG Yang,XU Jiang,et al. Improvement and application of transparent triaxial compression servo-control test system[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(Supp.1):3 351–3 358.(in Chinese))
[24] 许 江,宋肖徵,彭守建,等. 基于3D–DIC技术岩石广义应力松弛特性试验研究[J]. 岩土力学,2021,42(1):27–38.(XU Jiang,SONG Xiaozheng,PENG Shoujian,et al. Experimental study of generalized stress relaxation of rock based on 3D-DIC technology[J]. Rock and Soil Mechanics,2021,42(1):27–38.(in Chinese))
[25] CLARK P,EVANS F. Distance To nearest neighbor as a measure of spatial relationships in populations[J]. Ecology,1954,35:445–453.