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Volume 40 Issue 3
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LIU Xin-rong, YUAN Wen, FU Yan, WANG Zi-juan, MIAO Lou-li, XIE Wen-bo. Porosity evolution of sandstone dissolution under wetting and drying cycles[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 527-532. DOI: 10.11779/CJGE201803017
Citation: LIU Xin-rong, YUAN Wen, FU Yan, WANG Zi-juan, MIAO Lou-li, XIE Wen-bo. Porosity evolution of sandstone dissolution under wetting and drying cycles[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 527-532. DOI: 10.11779/CJGE201803017
shu

Porosity evolution of sandstone dissolution under wetting and drying cycles

  • 1. College of Civil Engineering, Chongqing University, Chongqing 400045, China;
    2 Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education, Chongqing University, Chongqing 400045, China;
    3. Faculty of Construction Management and Real Estate, Chongqing University, Chongqing 400045, China

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  • Received Date: November 30, 2016
  • Published Date: March 24, 2018
    Graphical Abstract
    • Abstract
  • The deterioration mechanism of rock under wetting and drying cycles is complex. Taking sandstone as the research object, based on the ion concentration in immersion solution, the dissolution of sandstone minerals is quantitatively analyzed, and the evolution laws of sandstone porosity are obtained. Finally, the deterioration mechanism of sandstone under the effect of wetting and drying cycles is analyzed. The results show that the formation rate of Ca2+ is one order higher than that of K+, Na+ and SiO2, and the formation rate of Fe2+ is the lowest. After each cycle phase, the volume reduction of calcite is the most, followed by that of potash feldspar and soda feldspar, while the volume reduction of black mica and quartz is the smallest. After wetting and drying cycles, the micro porosity changes, which will lead to a significant reduction in compressive strength, and the porosity change rate is positively correlated with the deterioration degree in each stage. After erosion of wetting and drying cycles, various minerals are dissolved in sandstone, leading to the decrease of cements and the increase of porosity, producing a variety of voids and micro cracks, and ultimately reflected in the decrease of the strength, which is the main cause of deterioration of sandstone after wetting and drying cycles.
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    • References (19)
  • [1]
    徐则民, 黄润秋, 唐正光, 等. 硅酸盐矿物溶解动力学及其对滑坡研究的意义[J]. 岩石力学与工程学报, 2005, 24(9): 1479–1491. (XU Ze-min, HUANG Run-qiu, TANG Zheng-guang, et al. Kinetics of silicate mineral dissolution and its implications for landslide studies[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(9): 1479–1491. (in Chinese))
    [2]
    姜德义, 宋书一, 任 松, 等. 三轴应力作用下岩盐溶解速率影响因素分析[J]. 岩土力学, 2013, 34(4): 1025–1030. (JIANG De-yi, SONG Shu-yi, REN Song, et al. Analysis of factors influencing rock salt dissolution rate under triaxial stress effect[J]. Rock and Soil Mechanics, 2013, 34(4): 1025–1030. (in Chinese))
    [3]
    刘再华, DREYBRODT W, 李华举. 灰岩和白云岩溶解速率控制机理的比较[J]. 地球科学—中国地质大学学报, 2006, 31(3): 411–416. (LIU Zai-hua, DREYBRODT W, LI Hua-ju. Comparison of dissolution rate-determining mechanisms between limestone and dolomite[J]. Earth Science—Journal of China University of Geosciences, 2006, 31(3): 411–416. (in Chinese))
    [4]
    夏树屏, 高世扬, 刘志宏, 等. 盐类溶解动力学的数学模型和热力学函数[J]. 盐湖研究, 2013, 11(3): 9–17. (XIA Shu-ping, GAO Shi-yang, LIU Zhi-hong, et al. Mathematical dissolution kinetics model and thermodynamics function of salts[J]. Journal of Saltlake Research, 2013, 11(3): 9–17. (in Chinese))
    [5]
    汤艳春, 周 辉, 冯夏庭, 等. 单轴压缩条件下岩盐应力–溶解耦合效应的细观力学试验分析[J]. 岩石力学与工程学报, 2008, 27(2): 294–302. (TANG Yan-chun, ZHOU Hui, FENG Xia-ting, et al. Analysis of mesomechanical test of rock salt considering coupled stress-dissolving effects under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(2): 294–302. (in Chinese))
    [6]
    丁梧秀, 冯夏庭. 化学腐蚀下裂隙岩石的损伤效应及断裂准则研究[J]. 岩土工程学报, 2008, 31(6): 899–904. (DING Wu-xiu, FENG Xia-ting. Damage effect and fracture criterion of rock with multi-preexisting cracks under chemical erosion[J]. Chinese Journal of Geotechnical Engineering, 2008, 31(6): 899–904. (in Chinese))
    [7]
    ROTTINGA T S, LUQUOT L, CARRERA J, 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.
    [8]
    CRITELLI T, MARINI L, SCHOTT J, et al. Dissolution rates of actinolite and chlorite from a whole-rock experimental study of metabasalt dissolution from 2≤pH≤12 at 25°C[J]. Chemical Geology, 2014(390): 100–108.
    [9]
    邓华锋, 李建林, 王孔伟, 等. 饱和-风干循环过程中砂岩次生孔隙率变化规律研究[J]. 岩土力学, 2012, 33(2): 483–488. (DENG Hua-feng, LI Jian-lin, WANG Kong-wei, et al. Research on secondary porosity changing law of sandstone under saturation-air dry cycles[J]. Rock and Soil Mechanics, 2012, 33(2): 483–488. (in Chinese))
    [10]
    邓华锋, 李建林, 朱 敏, 等. 饱水-风干循环作用下砂岩强度劣化规律试验研究[J]. 岩土力学, 2012, 33(11): 3306–3312. (DENG Hua-feng, LI Jian-lin, ZHU Min, et al. Experimental research on strength deterioration rules of sandstone under “saturation-air dry” circulation function[J]. Rock and Soil Mechanics, 2012, 33(11): 3306–3312. (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, 王 震, 等. 酸性干湿循作用对泥质砂岩强度特性劣化影响研究[J]. 岩石力学与工程学报, 2016, 35(8): 1543–1554. (LIU Xin-rong, LI Dong-liang, WANG Zhen, et al. The effect of dry/wet cycles with acidic wetting fluid on strength deterioration of shaly sandstone[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(8): 1543–1544. (in Chinese))
    [14]
    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. The effect of dry/wet cycles with acidic wetting fluid on strength deterioration of shaly sandstone[J]. Chinese Journal of Geotechnical Engineering, 2016, 35(8): 1543–1544. (in Chinese))
    [15]
    刘新荣, 袁 文, 傅 晏, 等. 化学溶液和干湿循环作用下砂岩抗剪强度劣化试验及化学热力学分析[J]. 岩石力学与工程学报, 2016, 35(12): 1543–1554. (LIU Xin-rong, YUAN Wen, FU Yan, et al. Shear strength deterioration tests of sandstone under the action of chemical solution and wetting/ drying analyzed by chemical thermodynamics[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(12): 1543–1554. (in Chinese))
    [16]
    冯夏庭, 丁梧秀, 崔 强, 等. 岩石破裂过程中的化学-应力耦合效应[M]. 北京:科学出版社, 2010. (FENG Xia-ting, DING Wu-xiu, CUI Qiang, et al. Coupled chemical-stress effect on rock fracturing process[M]. Beijing: Science Press, 2010. (in Chinese))
    [17]
    GB/T50266—2013 工程岩体试验方法标准[S]. 2013. (GB/T50266—2013 Standard for tests method of engineering rock masses[S]. 2013. (in Chinese))
    [18]
    刘俊吉, 周亚平, 李松林. 物理化学[M]. 北京: 高等教育科学出版社, 2012. (LIU Jun-ji, ZHOU Ya-ping, LI Song-ling. Physical chemistry[M]. Beijing: Higher Education Press, 2012. (in Chinese))
    [19]
    巫锡勇, 朱宝龙, 罗 健. 黑色岩层的风化过程及其热力学分析[M]. 北京:科学出版社, 2008. (WU Xi-yong, ZHU Bao-long, LUO Jian. Weathering process of black rock stratum and its thermodynamic analysis[M]. Beijing: Science Press, 2008. (in Chinese))
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