Abstract
To guarantee the safety and stability of underground disposal, deformation behavior and permeability evolution of host rock mass are studied in the present work, with a special attention to the influence of loading and unloading cycles of deviatoric stress and confining pressure. A series of triaxial compression tests with loading-unloading cycles and gas permeability measurements are performed on a low-porosity sandstone using a rock automatic servo-controlled triaxial testing system. Young’s modulus, Poisson’s ratio, Biot’s coefficient, gas permeability and energy evolution of studied sandstone obtained under different levels of confining pressure and deviatoric stress are analyzed and discussed. Under cyclic loading and unloading, Poisson’s ratio of sandstone increases linearly with increasing of cycle number while elastic modulus of specimens increases firstly, and then tends to a constant value and terminates by a decrease phase. Moreover, with the increase of cycle number, the permeability decreases firstly and then increases progressively, even a rapid increase after peak stress. These phenomena are related to the propagation and compaction of micro-cracks inside the sandstone specimens.
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References
Bésuelle P, Desrues J, Raynaud S (2000) Experimental characterisation of the localisation phenomenon inside a vosges sandstone in a triaxial cell. Int J Rock Mech Min Sci 37:1223–1237
Cao YJ, Wang W, Xu WY, Wang RB, Wang HL (2015) Permeability evolution of low-permeability rocks in triaxial creep tests. Chin J Rock Mech Eng 34:3822–3829
Chen Y, Watanabe K, Kusuda H, Kusaka E, Mabuchi M (2011) Crack growth in westerly granite during a cyclic loading test. Eng Geol 117:189–197
Eberhardt E, Stead D, Stimpson B (1999) Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression. Int J Rock Mech Min Sci 36:361–380
Fuenkajorn K, Phueakphum D (2010) Effects of cyclic loading on mechanical properties of maha sarakham salt. Eng Geol 112:43–52
Gatelier N, Pellet F, Loret B (2002) Mechanical damage of an anisotropic porous rock in cyclic triaxial tests. Int J Rock Mech Min Sci 39:335–354
Gong CG, Wang W, Shao JF, Wang RB, Feng XW (2021) Effect of water chemical corrosion on mechanical properties and failure modes of pre-fissured sandstone under uniaxial compression. Acta Geotech 16:1083–1099
Heap MJ, Faulkner DR (2008) Quantifying the evolution of static elastic properties as crystalline rock approaches failure. Int J Rock Mech Min Sci 45:564–573
Hu DW, Zhou H, Pan PZ, Zhang K, Shao JF, Feng XT (2010) Study of permeability of sandstone in triaxial cyclic stress tests. Chin Rock Soil Mech 31:2749–2754
Kubo T, Matsuda N, Kashiwaya K, Koike K, Ishibashi M, Tsuruta T, Matsuoka T, Sasao E, Lanyon GW (2019) Characterizing the permeability of drillhole core samples of toki granite, central japan to identify factors influencing rock-matrix permeability. Eng Geol 259:105163
Lee DH, Juang CH, Chen JW, Lin HM, Shieh WH (1999) Stress paths and mechanical behavior of a sandstone in hollow cylinder tests. Int J Rock Mech Min Sci 36:857–870
Lemaitre J (1984) How to use damage mechanics. Nuc Eng Des 80:233–245
Liu L, Xu WY, Wang HL, Wang W, Wang RB (2016a) Permeability evolution of granite gneiss during triaxial creep tests. Rock Mech Rock Eng 49:3455–3462
Liu SL, Zhu QZ, Shao JF (2020) Deformation and mechanical properties of rock: effect of hydromechanical coupling under unloading conditions. Bull Eng Geol Environ 79:5517–5534
Liu X, Ning J, Tan Y, Gu Q (2016) Damage constitutive model based on energy dissipation for intact rock subjected to cyclic loading. Int J Rock Mech Min Sci 85:27–32
Meng Q, Wang CK, Huang B, Pu H, Zhang Z, Sun W, Wang J (2020) Rock energy evolution and distribution law under triaxial cyclic loading and unloading conditions. Chin J Rock Mech Eng 39:2047–2059
Meng QX, Wang HL, Xu WY, Chen YL (2019) Numerical homogenization study on the effects of columnar jointed structure on the mechanical properties of rock mass. Int J Rock Mech Min Sci 124:104127
Meng Q, Zhang M, Zhang Z, Han L, Pu H (2018) Experimental research on rock energy evolution under uniaxial cyclic loading and unloading compression. Geotech Test J 41:717–729
Niandou H, Shao JF, Henry JP, Fourmaintraux D (1997) Laboratory investigation of the mechanical behaviour of tournemire shale. Int J Rock Mech Min Sci 34:3–16
Qiao L, Chen L, Dasgupta G, Li Q, Li Y (2019) Surface characterization and frictional energy dissipation characteristics of deep granite under high stress conditions. Rock Mech Rock Eng 52:1577–1589
Royer-Carfagni G, Salvatore W (2000) The characterization of marble by cyclic compression loading: experimental results. Mechanics of Cohesive-frictional Materials: An International Journal on Experiments, Modelling and Computation of Materials and Structures 5:535–563
Shang DL, Zhao ZH, Dou ZH, Yang Q (2020) Shear behaviors of granite fractures immersed in chemical solutions. Eng Geol 279:105869
Shao JF, Lu YF, Xu WY (2020) Micromechanics based macroscopic damage modeling of saturated rocks. In Poromechanics II. CRC Press, pp 941–946
Su CD, Zhang ZH (2008) Analysis of plastic deformation and energy property of marble under pseudo-triaxial compression. Chin J Rock Mech Eng 27:273–280
Swansson S, Brown W (1971) An observation of loading path independence of fracture in rock. Int J Rock Mech Min Sci Geomech Abstr 8:277–281
Thatcher KE, Bond AE, Norris S (2020) Pore pressure response to disposal of heat generating radioactive waste in a low permeability host rock. Int J Rock Mech Min Sci 135:104456
Tian WL, Yang SQ, Elsworth D, Wang JG, Li XZ (2020) Permeability evolution and crack characteristics in granite under treatment at high temperature. Int J Rock Mech Min Sci 134:104461
Wang HL, Xu WY, Cai M, Xiang ZP, Kong Q (2017) Gas permeability and porosity evolution of a porous sandstone under repeated loading and unloading conditions. Rock Mech Rock Eng 50:2071–2083
Wang SS, Xu WY, Sun MC, Wang W (2019) Experimental investigation of the mechanical properties of fine-grained sandstone in the triaxial cyclic loading test. Environ Earth Sci 78:1–11
Wang SS, Xu WY, Wang W, Jia CJ (2018) Experimental and numerical investigations on the mechanical behavior of fine-grained sandstone. Int J Geosci 18:04017150
Wang W, Cao YJ, Zhu QZ, Xu WY, Shao JF (2015a) Experimental investigation and constitutive modelling of creep-damage behaviours in monzogranite. Eur J Environ Civ Eng 19:s54–s69
Wang W, Liu SF, Shi C, Zheng SX, Zhu QZ (2021) Experimental study on the mechanical properties and seepage characteristics of red sandstone with a single persistent joint under triaxial compression. Geofluids 2021
Wang W, Xu WY, Wang RB, Cao YJ, Wang HL, Feng SR (2015b) Permeability of dense rock under triaxial compression. Chin J Rock Mech Eng 34:40–47
Wong TF, David C, Zhu W (1997) The transition from brittle faulting to cataclastic flow in porous sandstones: Mechanical deformation. J Geophys Res Solid Earth 102:3009–3025
Xie H, Ju Y, Dong S (1997) Discuss on elastic modulus method of classical damage definition. Mechanics in Engineering 19:1–5
Xie HP, Zhou HW, Liu JF, Gao F, Zhang R, Xue DJ,Zhang Y (2011) Mining-induced mechanical behavior in coal seams under different mining layouts. J China Coal Soc 36:1067–1074
Xu DJ, Geng NG (1986) The various stress paths causing deformation and failure in rocks. Chinese Rock and Soil Mechanics 7:17–25
Xu WY, Zhang JC, Wang W, Wang RB (2014) Investigation into in situ stress fields in the asymmetric v-shaped river valley at the wudongde dam site, southwest china. Bull Eng Geol Environ 73:465–477
Yang SQ (2016) Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression. Eng Geol 213:11–24
Yang SQ, Huang YH (2020) Effect of damage on gas seepage behavior of sandstone specimens. J Rock Mech Geotech Eng 12:866–876
Yang SQ, Jing HW (2013) Evaluation on strength and deformation behavior of red sandstone under simple and complex loading paths. Eng Geol 164:1–17
Yang SQ, Jing HW, Cheng L (2014) Influences of pore pressure on short-term and creep mechanical behavior of red sandstone. Eng Geol 179:10–23
Yang SQ, Xu P, Li YB, Huang YH (2017) Experimental investigation on triaxial mechanical and permeability behavior of sandstone after exposure to different high temperature treatments. Geothermics 69:93–109
Yao XX, Geng NG, Chen Y (1980) The effect of stress path on brittleness and ductility of rocks. Acta Geophys Sin 23:312
Zhang Z, Deng M, Bai J, Yu X, Wu Q, Jiang L (2020) Strain energy evolution and conversion under triaxial unloading confining pressure tests due to gob-side entry retained. Int J Rock Mech Min Sci 126:104184
Zhou H, Wang Z, Wang C, Liu J (2019) On acoustic emission and post-peak energy evolution in beishan granite under cyclic loading. Rock Mech Rock Eng 52:283–288
Zhou JW, Yang XG, Fu WX, Xu J, Li HT, Zhou HW, Liu JF (2010) Experimental test and fracture damage mechanical characteristics of brittle rock under uniaxial cyclic loading and unloading conditions. Chin J Rock Mech Eng 29:1172–1183
Zhu QZ (2019) Multiscale Rock Damage Mechanics. China Science Press
Zuo JP, Xie HP, Meng BB, Liu JF (2011) Experimental research on loading-unloading behavior of coal-rock combination bodies at different stress levels. Chin Rock Soil Mech 32:1287–1296
Funding
This work was supported by National Natural Science Foundation of China (Nos. 12072102, 51939004, 12102129), the Fundamental Research Funds for the Central Universities (No. B220202014), China Postdoctoral Science Foundation (No. 2021M690047), Six talent peaks project in Jiangsu Province and the Program to Cultivate Middle-aged and Young Science Leaders of Colleges and Universities of Jiangsu Province, China.
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Wang, W., Duan, X., Jia, Y. et al. Deformation characteristics, gas permeability and energy evolution of low-permeability sandstone under cyclic loading and unloading path. Bull Eng Geol Environ 81, 369 (2022). https://doi.org/10.1007/s10064-022-02858-x
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DOI: https://doi.org/10.1007/s10064-022-02858-x