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LIU Xin-rong, YUAN Wen, FU Yan, WANG Zi-juan, ZHU Le-wen, XIE Ying-kun. Deterioration rules of shear strength in sandstones under wetting and drying cycles in acid and alkali environment[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(12): 2320-2326. DOI: 10.11779/CJGE201712022
Citation: LIU Xin-rong, YUAN Wen, FU Yan, WANG Zi-juan, ZHU Le-wen, XIE Ying-kun. Deterioration rules of shear strength in sandstones under wetting and drying cycles in acid and alkali environment[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(12): 2320-2326. DOI: 10.11779/CJGE201712022

Deterioration rules of shear strength in sandstones under wetting and drying cycles in acid and alkali environment

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  • Received Date: May 22, 2016
  • Published Date: December 24, 2017
  • In order to study the deterioration rules of shear strength in sandstones under wetting and drying cycles, sandstone specimens are tested after 1, 3, 6, 10 wetting and drying cycles in the environment of pH=7, 9, 4. Through UCS and TCS after different cycles, the cohesion and internal friction angle of sandstone are calculated, and the relation formulae between them and number of cycles N are determined, respectively, thus the shear strength is obtained under wetting and drying cycles in acid and alkali environment. The results show that the shear strength of sandstone decreases with the increase of cycles. In the early stage of cycles, the deterioration effect is comparatively significant, and the deterioration of shear strength is very large, then, the strength deterioration is relatively small. In the acidic environment, the deterioration of shear strength in sandstones is the most serious, slightly reduced in the alkaline environment, and the neutral condition is the lightest. The deterioration of shear strength in dried samples is much lower than that of wet samples.
  • [1]
    GULSEREN D, EBRU A S, CANDAN G. Some non-linear models to predict the weathering degrees of a granitic rock from physical and mechanical parameters[J]. Expert Systems with Applications, 2011, 38: 7476-85.
    [2]
    TOBIAS S R, LINDA L, JESUS C, et al. Changes in porosity, permeability, water retention curve and reactive surface area during carbonate rock dissolution[J]. Chemical Geology, 2015, 403(18): 86-98.
    [3]
    POULSEN B A, SHEN B, WILLIAMS D J, et al. Strength reduction on saturation of coal and coal measures rocks with implications for coal pillar strength[J]. International Journal of Rock Mechanics & Mining Sciences 2014, 71: 41-52.
    [4]
    崔 强, 冯夏庭, 薛 强, 等. 化学腐蚀下砂岩孔隙结构变化的机制研究[J]. 岩石力学与工程学报, 2008, 27(6): 1209-1216. (CUI Qiang, FENG Xia-ting, XUE Qiang, et al. Mechanism study of porosity structure change of sandstone under chemical corrosion[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(6): 1209-1216. (in Chinese))
    [5]
    李 宁, 朱运明, 张 平, 等. 酸性环境中钙质胶结砂岩的化学损伤模型[J]. 岩土工程学报, 2003, 25(4): 395-399. (LI Ning, ZHU Yun-ming, ZHANG Ping, et al. A chemical damage model of sandstone in acid environment[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 395-399. (in Chinese))
    [6]
    汤连生, 王思敬. 岩石水化学损伤的机制及量化方法探讨[J]. 岩石力学与工程学报, 2002, 21(3): 314-319. (TANG Lian-sheng, WANG Si-jing. Analyses of mechanism and quantitative methods of chemical damage in water-rock interaction[J]. Chinese Journal of Rock Mechanic sand Engineering, 2002, 21(3): 314-319. (in Chinese))
    [7]
    邓华锋, 原先凡. 饱水度对砂岩纵波波速及强度影响的试验研究[J]. 岩石力学与工程学报, 2013, 32(8): 1625-1631. (DENG Hua-feng, YUAN Xian-fan. Experimental research on influence of saturation degree of sandstone longitudinal wave velocity and strength[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(8): 1625-1631. (in Chinese))
    [8]
    朱合华, 周治国, 邓 涛. 饱水对致密岩石声学参数影响的试验研究[J]. 岩石力学与工程学报, 2005, 24(5): 823-828. (ZHU He-hua, ZHOU Zhi-guo, DENG Tao. Acoustic parameters of low-porosity rock under dry and saturated conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(5): 823-828. (in Chinese))
    [9]
    邓建华, 黄醒春, 彭结兵, 等. 膏溶角砾岩不同天然含水率情况下力学特性的试验研究[J]. 岩土工程学报, 2008, 30(8): 1203-1206. (DENG Jian-hua, HUANG Xing-chun. Mechanical properties of Gypsum Breccia with different water contents[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1203-1206. (in Chinese))
    [10]
    熊德国, 赵忠明, 苏承东, 等. 饱水对煤系地层岩石力学性质影响的试验研究[J]. 岩石力学与工程学报, 2011, 30(5): 998-1006. (XIONG De-guo, ZHAO Zhong-ming, SU Cheng-dong, et al. Experimental study of effect of water-saturated state on mechanical properties of rock in coal measure strata[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(5): 998-1006. (in Chinese))
    [11]
    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): 1298-1302. (LIU Xin-rong, FU Yan, WANG Yong-xin, et al. Deterioration rules of shear strength of sand rock underwater-rock interaction of reservoir[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1298-1302. (in Chinese))
    [12]
    刘新荣, 张 梁, 傅 晏. 酸性环境干湿循环对泥质砂岩力学特性影响的试验研究[J]. 岩土力学, 2014, 35(增刊2): 45-52. (LIU Xin-rong, ZHANG Liang, FU Yan. Experimental study of mechanical properties of argillaceous sandstone under wet and dry cycle in acid environment[J]. Rock and Soil Mechanics, 2014, 35(S2): 45-52. (in Chinese))
    [13]
    刘新荣, 李栋梁, 张 梁, 等. 干湿循环对泥质砂岩力学特性及其微细观结构影响研究[J]. 岩土工程学报, 2016, 38(7): 1291-1300. (LIU Xin-rong, LI Dong-liang, ZHANG Liang, et al. Influence of wetting-drying cycles on mechanical properties and microstructure of shaly sandstone[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1291-1300. (in Chinese))

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