Experimental study on influence of immersion times on rock strength and failure characteristics
LI Yuzong1,GAO Sheng1,SHEN Shuqiang1,ZHANG Qinghe1,CHEN Wenyin2,HU Lei2
(1. School of Civil Engineering and Architecture,Anhui University of Science and Technology,Huainan,Anhui 232001,China;
2. China Railway No.4 Engineering Group Co.,Ltd.,Hefei,Auhui 230023,China)
Abstract:A thorough investigation into time-dependent water-rock interactions is of significant importance for the prevention and control of engineering instability disasters. In this study,laboratory uniaxial compression tests,Brazilian splitting tests,and direct shear tests were conducted on sandstone,marble and granite specimens with immersion times of 30,90 and 180 d,respectively,to explore and reveal the characteristics and mechanisms of the effects of different immersion times on the strength and failure characteristics of rock masses. The results show that after immersion,the mechanical strength of sandstone specimens decreases significantly,and the decreasing trend gradually slows with increasing immersion time. In contrast,the compressive strength of marble and granite specimens decreases significantly after 30 d of immersion,but shows an increasing trend after 90 d of immersion,followed by a subsequent decrease. Similar trends are observed for their shear strength. These changes may be due to the dissolution and weakening of the cement between mineral particles inside the rock,coupled with the local strengthening of strength under non-draining conditions of water-saturated pores inside the rock mass. Analysis of the energy characteristics of the specimens revealed that the total input strain energy and elastic strain energy(stored energy capacity) of sandstone and granite specimens both show a decreasing trend after immersion,while the change in marble specimens is not significant. This suggests a reduced severity of ejection failure in granite specimens after immersion. Based on these findings,a shear brittleness index(Bs) was proposed to evaluate the brittleness characteristics of rock joints. The study found that with increasing immersion time,the brittleness of sandstone,marble and granite joints all show a decreasing trend. The results of this study can provide important references for evaluating the stability of engineering rock masses under water-rock interactions.
李育宗1,高 胜1,沈树强1,张庆贺1,陈文尹2,胡 磊2. 浸水时长对岩体强度及破坏特征影响的试验研究[J]. 岩石力学与工程学报, 2025, 44(1): 99-113.
LI Yuzong1,GAO Sheng1,SHEN Shuqiang1,ZHANG Qinghe1,CHEN Wenyin2,HU Lei2. Experimental study on influence of immersion times on rock strength and failure characteristics. , 2025, 44(1): 99-113.
[1] YIN X M,HUANG Y J,LEI Y X,et al. Response of the mechanical properties of impurity-bearing gypsum rocks with a porphyritic structure to long-term water immersion and softening mechanisms[J]. Bulletin of Engineering Geology and the Environment,2024,83:148.
[2] WU Q,LIU Y X,TANG H M,et al. Experimental study of the influence of wetting and drying cycles on the strength of intact rock samples from a red stratum in the Three Gorges Reservoir area[J]. Engineering Geology,2023,314:107013.
[3] LIU B,ZHAO Z H,CHEN S C,et al. Numerical modeling on deformation of fractured reservoir bank slopes during impoundment:case study of the Xiluodu dam[J]. Rock Mechanics and Rock Engineering,2024,57:527–543.
[4] HAWKINS A,MCCONNELL B. Sensitivity of sandstone strength and deformability to changes in moisture content[J]. Quarterly Journal of Engineering Geology,1992,25:115–130.
[5] VASARHELYI B. Some observations regarding the strength and deformability of sandstones in dry and saturated conditions[J]. Bulletin of Engineering Geology and the Environment,2003,62:245–249.
[6] VASARHELYI B,VAN P. Influence of water content on the strength of rock[J]. Engineering Geology,2006,84:70–74.
[7] ZHAO Z H,YANG J,ZHANG D F,et al. Effects of wetting and cyclic wetting-drying on tensile strength of sandstone with a low clay mineral content[J]. Rock Mechanics and Rock Engineering,2017,50:485–491.
[8] MA H F,SONG Y Q,CHEN S J,et al. Experimental investigation on the mechanical behavior and damage evolution mechanism of water?immersed gypsum rock[J]. Rock Mechanics and Rock Engineering,2021,54:4 929–4 948.
[9] TANG Z C,ZHANG Q Z,PENG J,et al. Experimental study on the water-weakening shear behaviors of sandstone joints collected from the middle region of Yunnan province,P.R. China[J]. Engineering Geology,2019,258:105161.
[10] DOU Z H,GAO T Y,ZHAO Z H,et al. Effect of immersion duration on shear behavior of granite fractures[J]. Rock Mechanics and Rock Engineering,2021,54:4 809–4 823.
[11] 黄叶宁,邓华锋,李建林,等. 水–岩作用下节理岩体剪切力学特性及本构模型[J]. 岩石力学与工程学报,2023,42(3):545–556.(HUANG Yening,DENG Huafeng,LI Jianlin,et al. Shear mechanical properties and constitutive model of jointed rock mass under water-rock interaction[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(3):545–556.(in Chinese))
[12] ZHAO Z H,YANG J,ZHOU D,et al. Experimental investigation on the wetting-induced weakening of sandstone joints[J]. Engineering Geology,2017,225:61–67.
[13] LI B,YE X N,DOU Z H,et al. Shear strength of rock fractures under dry,surface wet and saturated conditions[J]. Rock Mechanics and Rock Engineering,2020,53:2 605–2 622.
[14] WANG W N,YAO Q L,TANG C J,et al. Experimental study on the shear characteristics and weakening mechanism of water?bearing rock joints[J]. Bulletin of Engineering Geology and the Environment,2021,80:7 653–7 668.
[15] HU Y J,WANG X Y,ZHONG Z. Investigations on the jointed influences of saturation and roughness on the shear properties of artificial rock joints[J]. Geomechanics and Geophysics for Geo-Energy and Geo-Resources,2022,8:115.
[16] ZHANG G H,ZHANG B W,ZOU J P,et al. An empirical study on water?induced shear weakening behaviors of rough?walled sandstone joints[J]. Rock Mechanics and Rock Engineering,2023,56:3 475– 3 497.
[17] 刘新荣,傅 晏,王永新,等. (库)水–岩作用下砂岩抗剪强度劣化规律的试验研究[J]. 岩土工程学报,2008,30 (9):1 298–1 302. (LIU Xinrong,FU Yan,WANG Yongxin,et al. Experimental study on the deterioration law of shear strength of sandstone under water-rock interaction[J]. Chinese Journal of Geotechnical Engineering,2008,30(9):1 298–1 302.(in Chinese))
[18] 邓华锋,齐 豫,李建林,等. 水–岩作用下断续节理砂岩力学特性劣化机制[J]. 岩土工程学报,2021,43(4):634–643.(DENG Huafeng,QI Yu,LI Jianlin,et al. Deterioration mechanism of mechanical properties of intermittent jointed sandstone under water-rock interaction[J]. Chinese Journal of Geotechnical Engineering,2021,43(4):634–643.(in Chinese))
[19] 邓华锋,支永艳,段玲玲等. 水–岩作用下砂岩力学特性及微细观结构损伤演化[J]. 岩土力学,2019,40(9):3 447–3 456.(DENG Huafeng,ZHI Yongyan,DUAN Lingling,et al. Mechanical properties and microstructure damage evolution of sandstone under water-rock interaction[J]. Rock and Soil Mechanic,2019,40(9):3 447–3 456.(in Chinese))
[20] OJO O,BROOK N. The effect of moisture on some mechanical properties of rock[J]. Mining Science and Technology,1990,10(2):145–156.
[21] SHANG D L,ZHAO Z H,DOU Z H,et al. Shear behaviors of granite fractures immersed in chemical solutions[J]. Engineering Geology,2020,279:105869.
[22] VAN EECKHOUT E. The mechanisms of strength reduction due to moisture in coal mine shales[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1976,13(2):61–67.
[23] 赵志宏. 岩石裂隙水–岩作用机制与力学行为研究[J]. 岩石力学与工程学报,2021,40(2):3 063–3 073.(ZHAO Zhihong. Study on water-rock interaction mechanism and mechanical behavior of rock fracture[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(2):3 063–3 073.(in Chinese))
[24] HAN P H,ZHANG C,WANG X J,et al. Study of mechanical characteristics and damage mechanism of sandstone under long-term immersion[J]. Engineering Geology,2023,315:107020.
[25] PING S F,WANG F G,WANG D H,et al. Multi-scale deterioration mechanism of shear strength of gypsum-bearing mudstone induced by water-rock reactions[J]. Engineering Geology,2023,323:107224.
[26] TSE R,CRUDEN D. Estimating joint roughness coefficients[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1979,16(5):303–307.
[27] LUO S,GONG F Q,KANG P,et al. Influence of water on rockburst proneness of sandstone:Insights from relative and absolute energy storage[J]. Engineering Geology,2023,323:107172.
[28] TATONE B,GRASSELLI G. A new 2D discontinuity roughness parameter and its correlation with JRC[J]. International Journal of Rock Mechanics and Mining Sciences,2010,47(8):1 391–1 400.
[29] LI H R,QIAO Y F,SHEN R X,et al. Effect of water on mechanical behavior and acoustic emission response of sandstone during loading process:phenomenon and mechanism[J]. Engineering Geology,2021,294:106386.
[30] ZHENG L B,ZUO Q J. Experimental study on the effect of water-induced deterioration on shear properties of bolted rock joints[J]. Case Studies in Construction Materials,2024,20:e03027.