Abstract
In rock engineering, the weakening effects of water on the stressed rock are nonnegligible. This paper studied the microstructure deterioration processes of sandstones under stress and stress-water coupling by real-time computed tomography (CT) technology and compared the difference in these two processes. Firstly, the real-time CT tests were performed on the dry and saturated sandstones during the uniaxial compression to study the progressive deterioration of sandstones caused by stress and stress-water coupling, which were further quantitatively described by porosity. Then, the equivalent radius was introduced to analyze the real-time pore structure characteristics of sandstones under stress and stress-water coupling. Finally, the difference in failure patterns of sandstones under stress and stress-water coupling was compared. The results show that the real-time CT images intuitively present the continuous changes of spatial morphology of defects in sandstones under stress and stress-water coupling. During the uniaxial compression, the porosities of dry and saturated sandstones decrease at first, then increase slowly and finally increase rapidly. However, as the increase of stress, the variation in porosity, shifting of pore size distribution curve and change of maximum equivalent radius interval of saturated sandstone are more significant, indicating that even under the same stress state, the water aggravates the microstructure deterioration of sandstone, thus leading to the reduction of bearing capacity of sandstone. In addition, the failed region of saturated sandstone is mainly composed of multiple shear and tensile cracks, which presents the typical tensile-shear composite failure.
Highlights
-
Real-time CT tests were performed on sandstone during uniaxial compression.
-
Real-time progressive failure process of sandstone was observed.
-
Real-time pore distribution characteristic of sandstone was studied.
-
Stress-water coupling effects on failure of sandstone were discussed.
Similar content being viewed by others
Data availability
My manuscript has no associated data or the data will not be deposited.
References
Bai HB, Ma D, Chen ZQ (2013) Mechanical behavior of groundwater seepage in karst collapse pillars. Eng Geol 164:101–106
Cai X, Cheng CQ, Zhao Y, Zhou ZL, Wang SF (2022) The role of water content in rate dependence of tensile strength of a fine-grained sandstone. Arch Civ Mech Eng. https://doi.org/10.1007/s43452-022-00379-8
Chen GQ, Guo TY, Serati M, Pei BC (2022) Microcracking mechanisms of cyclic freeze-thaw treated red sandstone: Insights from acoustic emission and thin-section analysis. Constr Build Mater 329:127097
Duan YT, Li X, Zheng B, He JM, Hao J (2019) Cracking evolution and failure characteristics of longmaxi shale under uniaxial compression using real-time computed tomography scanning. Rock Mech Rock Eng 52(9):3003–3015
Erguler ZA, Ulusay R (2009) Water-induced variations in mechanical properties of clay-bearing rocks. Int J Rock Mech Min 46(2):355–370
Fan LF, Wu ZJ, Wan Z, Gao JW (2017) Experimental investigation of thermal effects on dynamic behavior of granite. Appl Therm Eng 125:94–103
Fan LF, Wang LJ, Wu ZJ (2018) Wave transmission across linearly jointed complex rock masses. Int J Rock Mech Min 112:193–200
Fan LF, Gao JW, Du XL, Wu ZJ (2020) Spatial gradient distributions of thermal shock-induced damage to granite. J Rock Mech Geotech Eng 12(5):917–926
Fan LF, Yang KC, Wang M, Wang LJ, Wu ZJ (2021) Experimental study on wave propagation through granite after high-temperature treatment. Int J Rock Mech Min 148:104946
Fan LF, Fan YD, ** Y, Gao JW (2022) Spatial failure mode analysis of frozen sandstone under uniaxial compression based on CT technology. Rock Mech Rock Eng 55(7):4123–4138
Gao JW, ** Y, Fan LF, Du XL (2021) Real-time visual analysis of the microcracking behavior of thermally damaged granite under uniaxial loading. Rock Mech Rock Eng 54(12):6549–6564
Guo TY, Zhao Q (2022) Acoustic emission characteristics during the microcracking processes of granite, marble and sandstone under mode I loading. Rock Mech Rock Eng 55(9):5467–5489
Heggheim T, Madland MV, Risnes R, Austad T (2005) A chemical induced enhanced weakening of chalk by seawater. J Petrol Sci Eng 46(3):171–184
Heriawan MN, Koike K (2015) Coal quality related to microfractures identified by CT image analysis. Int J Coal Geol 140:97–110
Huang J, Krabbenhoft K, Lyarnin AV (2013) Statistical homogenization of elastic properties of cement paste based on X-ray microtomography images. Int J Solids Struct 50(5):699–709
Huang Z, Zeng W, Zhao K (2019) Experimental investigation of the variations in hydraulic properties of a fault zone in western Shandong, China. J Hydrol 574:822–835
Isaka BLA, Ranjith PG, Rathnaweera TD, Perera MSA, De Silva VRS (2019) Quantification of thermally-induced microcracks in granite using X-ray CT imaging and analysis. Geothermics 81:152–167
Laouafa F, Guo JW, Quintard M (2021) Underground rock dissolution and geomechanical issues. Rock Mech Rock Eng 54(7):3423–3445
Li JC (2013) Wave propagation across non-linear rock joints based on time-domain recursive method. Geophys J Int 193:970–985
Li JC, Li HB, Jiao YY, Liu YQ, **a X, Yu C (2014) Analysis for oblique wave propagation across filled joints based on thin-layer interface model. J Appl Geophys 102:39–46
Li JC, Li HB, Zhao J (2015) An improved equivalent viscoelastic medium method for wave propagation across layered rock masses. Int J Rock Mech Min Sci 73:62–69
Li B, Wong RCK (2019) Creating tensile fractures in Colorado shale using an unconfined fast heating test. Geotech Test J 42(2):296–306
Li B, Ye XN, Dou ZH, Zhao ZH, Li YC, Yang Q (2020) Shear strength of rock fractures under dry, surface wet and saturated conditions. Rock Mech Rock Eng 53(6):2605–2622
Liang X, Tang SB, Tang CN, Wang JX (2021) The influence of water on the shear behaviors of intact sandstone. B Eng Geol Environ 80(8):6077–6091
Lin HX, Zhang QY, Zhang LY, Duan K, Xue TE, Fan QH (2022) The influence of water content on the time-dependent mechanical behavior of argillaceous siltstone. Rock Mech Rock Eng 55(7):3939–3957
Liu BL, Yang HQ, Karekal S (2020a) Effect of water content on argillization of mudstone during the tunnelling process. Rock Mech Rock Eng 53(2):799–813
Liu HL, Zhu WC, Yu YJ, Xu T, Li RF, Liu XG (2020b) Effect of water imbibition on uniaxial compression strength of sandstone. Int J Rock Mech Min 127:104200
Ma D, Cai X, Li Q, Duan HY (2018) In-situ and numerical investigation of groundwater inrush hazard from grouted karst collapse pillar in longwall mining. Water-Sui 10(9):1187
Ma HF, Song YQ, Chen SJ, Yin DW, Zheng JJ, Shen FX, Li XS, Ma Q (2021) Experimental investigation on the mechanical behavior and damage evolution mechanism of water-immersed gypsum rock. Rock Mech Rock Eng 54(9):4929–4948
Matejunas A, Tawney J, Reynolds E, Lamberson L (2022) Effects of water saturation on the dynamic compression and fragmentation response of gabbroic rock. Rock Mech Rock Eng 55(8):4929–4939
Ou SB, Wang LG, Wang PP, Wang ZS, Huang JH, Zhou DL (2013) Numerical analysis of seepage flow characteristic of collapse column under the influence of mining. Int J Mining Sci Technol 23(2):237–244
Rabat A, Tomas R, Cano M (2021) Advances in the understanding of the role of degree of saturation and water distribution in mechanical behaviour of calcarenites using magnetic resonance imaging technique. Constr Build Mater 303:124420
Shi SS, Bu L, Li SC, **ong ZM, **e XK, Li LP, Zhou ZQ, Xu ZH, Ma D (2017) Application of comprehensive prediction method of water inrush hazards induced by unfavourable geological body in high risk karst tunnel: a case study. Geomat Nat Haz Risk 8(2):1407–1423
Song YJ, Tan H, Yang HM, Chen SJ, Che YX, Chen JX (2021) Fracture evolution and failure characteristics of sandstone under freeze-thaw cycling by computed tomography. Eng Geol 294:106370
Tang SB (2018) The effects of water on the strength of black sandstone in a brittle regime. Eng Geol 239:167–178
Vasarhelyi B (2003) Some observations regarding the strength and deformability of sandstones in dry and saturated conditions. B Eng Geol Environ 62(3):245–249
Vasarhelyi B, Van P (2006) Influence of water content on the strength of rock. Eng Geol 84(1–2):70–74
Wang Y, Hou ZQ, Hu YZ (2018a) In situ X-ray micro-CT for investigation of damage evolution in black shale under uniaxial compression. Environ Earth Sci 77(20):717
Wang Y, Li CH, Hao J, Zhou RQ (2018b) X-ray micro-tomography for investigation of meso-structural changes and crack evolution in Longmaxi formation shale during compressive deformation. J Petrol Sci Eng 164:278–288
Wang CL, He BB, Hou XL, Li JY, Liu L (2020) Stress-energy mechanism for rock failure evolution based on damage mechanics in hard rock. Rock Mech Rock Eng 53(3):1021–1037
Wang JT, Zuo JP, Sun YJ, Wen JH (2021) The effects of thermal treatments on the fatigue crack growth of Beishan granite: an in situ observation study. B Eng Geol Environ 80(2):1541–1555
Wong LNY, Maruvanchery V, Liu G (2016) Water effects on rock strength and stiffness degradation. Acta Geotech 11(4):713–737
Wong LNY, Guo TY, Lam WK, Ng JYH (2019) Experimental study of cracking characteristics of Kowloon granite based on three mode I fracture toughness methods. Rock Mech Rock Eng 52(11):4217–4235
**a KZ, Chen CX, Zheng Y, Zhang HN, Liu XM, Deng YY, Yang KY (2019) Engineering geology and ground collapse mechanism in the Chengchao iron-ore mine in China. Eng Geol 249:129–147
Yang SQ, Ranjith PG, **g HW, Tian WL, Ju Y (2017) An experimental investigation on thermal damage and failure mechanical behavior of granite after exposure to different high temperature treatments. Geothermics 65:180–197
Yao YB, Liu DM, Che Y, Tang DZ, Tang SH, Huang WH (2009) Non-destructive characterization of coal samples from China using microfocus X-ray computed tomography. Int J Coal Geol 80(2):113–123
Zhang ZZ, Gao F (2015) Experimental investigation on the energy evolution of dry and water-saturated red sandstones. Int J Mining Sci Technol 25(3):383–388
Zhang QB, Zhao J (2014) A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials. Rock Mech Rock Eng 47(4):1411–1478
Zhang YX, Tu SH, Bai QS, Li JJ (2013) Overburden fracture evolution laws and water-controlling technologies in mining very thick coal seam under water-rich roof. Int J Mining Sci Technol 23(5):693–700
Zhang YF, Niu SY, Du ZM, Hao J, Yang JJ (2020) Dynamic fracture evolution of tight sandstone under uniaxial compression in high resolution 3D X-ray microscopy. J Petrol Sci Eng 195:107585
Zhao JH, Yin LM, Guo WJ (2018) Stress-seepage coupling of cataclastic rock masses based on digital image technologies. Rock Mech Rock Eng 51:2355–2372
Zhao K, Yang DX, Zeng P, Huang Z, Wu WK, Li B, Teng TY (2021) Effect of water content on the failure pattern and acoustic emission characteristics of red sandstone. Int J Rock Mech Min 142:104709
Zhou ZL, Cai X, Cao WZ, Li XB, **ong C (2016) Influence of water content on mechanical properties of rock in both saturation and drying Processes. Rock Mech Rock Eng 49(8):3009–3025
Zhou ZL, Cai X, Ma D, Chen L, Wang SF, Tan LH (2018) Dynamic tensile properties of sandstone subjected to wetting and drying cycles. Constr Build Mater 182:215–232
Zhu J, Deng JH, Chen F, Wang F (2022) Failure analysis of water-bearing rock under direct tension using acoustic emission. Eng Geol 299:106541
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Fan, L.F., Qiu, B., Fan, Y.D. et al. Stress-Water Coupling Effects on Failure of Sandstone Based on Real-Time CT Technology. Rock Mech Rock Eng 56, 4329–4341 (2023). https://doi.org/10.1007/s00603-023-03287-2
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00603-023-03287-2