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2023 Vol. 50, No. 5
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JIN Lihaolin, ZHANG Min, YUAN Chengwang, WANG Zhan. Influence mechanism of pore environment characteristics on ultrasonic wave velocity of kaolin[J]. Hydrogeology & Engineering Geology, 2023, 50(5): 89-95. doi: 10.16030/j.cnki.issn.1000-3665.202209011
Citation: JIN Lihaolin, ZHANG Min, YUAN Chengwang, WANG Zhan. Influence mechanism of pore environment characteristics on ultrasonic wave velocity of kaolin[J]. Hydrogeology & Engineering Geology, 2023, 50(5): 89-95. doi: 10.16030/j.cnki.issn.1000-3665.202209011
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Influence mechanism of pore environment characteristics on ultrasonic wave velocity of kaolin

  • College of Construction Engineering, Jilin University, Changchun, Jilin　130015, China

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Received Date:  06 September 2022
Revised Date:  29 December 2022
Publish Date:  15 September 2023
    Abstract

  • Kaolin is a common clay in engineering. The microstructure of kaolin is very sensitive to the change of pore environment. At present, the research on the relationship between pore environment characteristics and acoustic wave velocity of kaolin remains to be further studied. In this paper, based on the ultrasonic test theory, RSM-SY6 ultrasonic detector is used to study the change rule of ultrasonic wave velocity of kaolin under different pore environment conditions. In addition, the influence mechanism of pore environment characteristics on ultrasonic wave velocity of kaolin is analyzed from the microscopic perspective of the arrangement mode of clay particles and the interaction between clay particles and pore solution. The results show that (1) the ultrasonic wave velocity of kaolin decreases with the increasing void ratio. (2) With the increasing water content, the ultrasonic wave velocity of kaolin decreases slightly at first and then increases greatly. (3) The effect of pore solution pH value on ultrasonic wave velocity of kaolin is related to the edge isoelectric pH value. When the pore solution pH value is equal to the edge isoelectric pH value, the ultrasonic wave velocity is the maximum. (4) The addition of salt reduces the ultrasonic wave velocity of kaolin. When the concentration of saline solution ranges from 0 to 0.5 mol/L, the wave velocity decreases rapidly. Under the same anion condition, the high valence cation has a more obvious effect on the reduction of ultrasonic wave velocity. This paper provides a reference for the study of the acoustic characteristics of viscous soil, and also provides a theoretical basis for the application of ultrasonic detection technology in soil.

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  • [1] 刘建刚,刘明玮,牛传业. 声呐之所以不能用来进行渗流测试之我见[J]. 水文地质工程地质,2022,49(5):214 − 216. [LIU Jiangang,LIU Mingwei,NIU Chuanye. My opinion on why sonar can’t be used for seepage test[J]. Hydrogeology & Engineering Geology,2022,49(5):214 − 216. (in Chinese with English abstract)

    Google Scholar

    LIU Jiangang, LIU Mingwei, NIU Chuanye. My opinion on why sonar can’t be used for seepage test[J]. Hydrogeology & Engineering Geology, 2022, 49（5）: 214 − 216. （in Chinese with English abstract）

    Google Scholar

    [2] STEPHENSON R W. Ultrasonic testing for determining dynamic soil moduli[M]//American Society for Testing and Materials. Dynamic Geotechnical Testing. West Conshohocken,PA:ASTM International,1978:179 – 195.

    Google Scholar

    [3] ALBA P D,BALDWIN K,CELIKKOL B,et al. Elastic-wave velocities and liquefaction potential[J]. Geotechnical Testing Journal,1984,7(2):77 − 88. doi: 10.1520/GTJ10596J

    CrossRef Google Scholar

    [4] 王大雁,朱元林,马巍,等. 冻土超声波波速与冻土物理力学性质试验研究[J]. 岩石力学与工程学报,2003,22(11):1837 − 1840. [WANG Dayan,ZHU Yuanlin,MA Wei,et al. Testing study on relationship between ultrasonic wave velocities and physico-mechanical property of frozen soils[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1837 − 1840. (in Chinese with English abstract)

    Google Scholar

    WANG Dayan, ZHU Yuanlin, MA Wei, et al. Testing study on relationship between ultrasonic wave velocities and physico-mechanical property of frozen soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22（11）: 1837 − 1840. （in Chinese with English abstract）

    Google Scholar

    [5] 韦秉旭,龚树,刘斌,等. 膨胀土细观结构变化及与声波波速的关系[J]. 长江科学院院报,2016,33(9):93 − 97. [WEI Bingxu,GONG Shu,LIU Bin,et al. Changes of expansive soil’s meso-structure and its relation with acoustic velocity[J]. Journal of Yangtze River Scientific Research Institute,2016,33(9):93 − 97. (in Chinese with English abstract)

    Google Scholar

    WEI Bingxu, GONG Shu, LIU Bin, et al. Changes of expansive soil’s meso-structure and its relation with acoustic velocity[J]. Journal of Yangtze River Scientific Research Institute, 2016, 33（9）: 93 − 97. （in Chinese with English abstract）

    Google Scholar

    [6] 刘鹏,韦秉旭,欧阳运清,等. 膨胀土纵波波速与裂隙率关系试验[J]. 长沙理工大学学报(自然科学版),2016,13(3):12 − 18. [LIU Peng,WEI Bingxu,OUYANG Yunqing,et al. The longitudinal wave velocity of expansive soil and experimental study of the relationship between fracture rate[J]. Journal of Changsha University of Science & Technology (Natural Science),2016,13(3):12 − 18. (in Chinese with English abstract)

    Google Scholar

    LIU Peng, WEI Bingxu, OUYANG Yunqing, et al. The longitudinal wave velocity of expansive soil and experimental study of the relationship between fracture rate[J]. Journal of Changsha University of Science & Technology （Natural Science）, 2016, 13（3）: 12 − 18. （in Chinese with English abstract）

    Google Scholar

    [7] 李君,徐岩,姜锐,等. 超声波土壤含水量检测装置的模型建立与验证[J]. 农业工程学报,2017,33(13):127 − 133. [LI Jun,XU Yan,JIANG Rui,et al. Establishment and verification of model for ultrasonic soil water content detector[J]. Transactions of the Chinese Society of Agricultural Engineering,2017,33(13):127 − 133. (in Chinese with English abstract) doi: 10.11975/j.issn.1002-6819.2017.13.017

    CrossRef Google Scholar

    LI Jun, XU Yan, JIANG Rui, et al. Establishment and verification of model for ultrasonic soil water content detector[J]. Transactions of the Chinese Society of Agricultural Engineering, 2017, 33（13）: 127 − 133. （in Chinese with English abstract） doi: 10.11975/j.issn.1002-6819.2017.13.017

    CrossRef Google Scholar

    [8] 张智,周黎明,徐涛,等. 膨胀土力学特性参数的声-电响应特征分析[J]. 人民长江,2022,53(10):183 − 188. [ZHANG Zhi,ZHOU Liming,XU Tao,et al. Analysis on acoustic-electrical response characteristics of mechanical parameters of expansive soil[J]. Yangtze River,2022,53(10):183 − 188. (in Chinese with English abstract)

    Google Scholar

    ZHANG Zhi, ZHOU Liming, XU Tao, et al. Analysis on acoustic-electrical response characteristics of mechanical parameters of expansive soil[J]. Yangtze River, 2022, 53（10）: 183 − 188. （in Chinese with English abstract）

    Google Scholar

    [9] 罗津辉,蔡忠理. 高岭土容重、含水量、结构特性与声波速度及动力学参数相关性的实验研究[J]. 岩土力学,1991,12(2):75 − 80. [LUO Jinhui,CAI Zhongli. Experimental study on the correlativity between physical-structrual characteristics and wave velocities in kaolinite[J]. Rock and Soil Mechanics,1991,12(2):75 − 80. (in Chinese with English abstract)

    Google Scholar

    LUO Jinhui, CAI Zhongli. Experimental study on the correlativity between physical-structrual characteristics and wave velocities in kaolinite[J]. Rock and Soil Mechanics, 1991, 12（2）: 75 − 80. （in Chinese with English abstract）

    Google Scholar

    [10] DING Wuquan,LIU Xinmin,HU Feinan,et al. How the particle interaction forces determine soil water infiltration:Specific ion effects[J]. Journal of Hydrology,2019,568:492 − 500. doi: 10.1016/j.jhydrol.2018.11.017

    CrossRef Google Scholar

    [11] MITCHELL J K. Components of pore water pressure and their engineering significance[C]//INGERSON E. Clays and Clay Minerals-Proceeding of the Ninth National Conference on Clays and Clay Mineerals. Amsterdam:Elsevier,1962:162 − 184.

    Google Scholar

    [12] KAYA A,ÖREN A H,YÜKSELEN Y. Settling of kaolinite in different aqueous environment[J]. Marine Georesources & Geotechnology,2006,24(3):203 − 218.

    Google Scholar

    [13] WANG Yuxing,SIU W K. Structure characteristics and mechanical properties of kaolinite soils. I. Surface charges and structural characterizations[J]. Canadian Geotechnical Journal,2006,43(6):587 − 600. doi: 10.1139/t06-026

    CrossRef Google Scholar

    [14] 于海浩,韦昌富,颜荣涛,等. 孔隙溶液浓度的变化对黏土强度的影响[J]. 岩土工程学报,2015,37(3):564 − 569. [YU Haihao,WEI Changfu,YAN Rongtao,et al. Effects of pore solution concentrations on shear strength of clay[J]. Chinese Journal of Geotechnical Engineering,2015,37(3):564 − 569. (in Chinese with English abstract) doi: 10.11779/CJGE201503023

    CrossRef Google Scholar

    YU Haihao, WEI Changfu, YAN Rongtao, et al. Effects of pore solution concentrations on shear strength of clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37（3）: 564 − 569. （in Chinese with English abstract） doi: 10.11779/CJGE201503023

    CrossRef Google Scholar

    [15] LIU Di,EDRAKI M,BERRY L. Investigating the settling behaviour of saline tailing suspensions using kaolinite,bentonite,and illite clay minerals[J]. Powder Technology,2018,326:228 − 236. doi: 10.1016/j.powtec.2017.11.070

    CrossRef Google Scholar

    [16] 康馨,苏晨曦,陈仁朋,等. 不同水化环境下高岭土微观结构各向异性研究[J]. 湖南大学学报(自然科学版),2023,50(1):161 − 170. [KANG Xin,SU Chenxi,CHEN Renpeng,et al. Study on microstructure anisotropy of kaolin under different hydration environments[J]. Journal of Hunan University (Natural Sciences),2023,50(1):161 − 170. (in Chinese with English abstract)

    Google Scholar

    KANG Xin, SU Chenxi, CHEN Renpeng, et al. Study on microstructure anisotropy of kaolin under different hydration environments[J]. Journal of Hunan University （Natural Sciences）, 2023, 50（1）: 161 − 170. （in Chinese with English abstract）

    Google Scholar

    [17] 杨德欢. 孔隙水溶液对高岭土变形特性的影响机理[D]. 桂林:桂林理工大学,2016. [YANG Dehuan. Influencing mechanism of pore water chemistry on volume change behavior of kaolinite[D]. Guilin:Guilin University of Technology,2016. (in Chinese with English abstract)

    Google Scholar

    YANG Dehuan. Influencing mechanism of pore water chemistry on volume change behavior of kaolinite[D]. Guilin: Guilin University of Technology, 2016. （in Chinese with English abstract）

    Google Scholar

    [18] 中华人民共和国住房和城乡建设部. 土工试验方法 标准:GB/T 50123—2019[S]. 北京:中国计划出版社,2019. [Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Standard for geotechnical testing method:GB/T 50123—2019[S]. Beijing:China Planning Press,2019. (in Chinese)

    Google Scholar

    Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Standard for geotechnical testing method: GB/T 50123—2019[S]. Beijing: China Planning Press, 2019. （in Chinese）

    Google Scholar

    [19] 张丹,晏鄂川,梁风. 红黏土物理力学性质与声波波速关系的初步研究[J]. 安全与环境工程,2019,26(2):190 − 194. [ZHANG Dan,YAN E’chuan,LIANG Feng. Preliminary research on the relationship between physical and mechanical properties of red clay and acoustic wave velocity[J]. Safety and Environmental Engineering,2019,26(2):190 − 194. (in Chinese with English abstract)

    Google Scholar

    ZHANG Dan, YAN E’chuan, LIANG Feng. Preliminary research on the relationship between physical and mechanical properties of red clay and acoustic wave velocity[J]. Safety and Environmental Engineering, 2019, 26（2）: 190 − 194. （in Chinese with English abstract）

    Google Scholar

    [20] 郭守国,何斌. 非金属矿产开发利用[M]. 武汉:中国地质大学出版社,1991:219 – 271. [GUO Shouguo,He Bin. Development and utilization of nonmetallic minerals[M]. Wuhan:China University of Geosciences Press,1991:219 – 271. (in Chinese)

    Google Scholar

    GUO Shouguo, He Bin. Development and utilization of nonmetallic minerals[M]. Wuhan: China University of Geosciences Press, 1991: 219 – 271. （in Chinese）

    Google Scholar

    [21] 王峥辉. 下蜀黄土超声波波速与物理力学性质试验研究[D]. 南京:河海大学,2007. [WANG Zhenghui. Testing study on relationship among P-wave velocity and physico-mechanical in Xiashu loess[D]. Nanjing:Hohai University,2007. (in Chinese with English abstract)

    Google Scholar

    WANG Zhenghui. Testing study on relationship among P-wave velocity and physico-mechanical in Xiashu loess[D]. Nanjing: Hohai University, 2007. （in Chinese with English abstract）

    Google Scholar

    [22] 刘佳婷,付昱凯,李同录,等. 黄土与其矿物颗粒表面水膜类型及其定量表征[J]. 水文地质工程地质,2022,49(6):105 − 113. [LIU Jiating,FU Yukai,LI Tonglu,et al. Types of water film on the surface of loess and related mineral particles and their quantitative characterization[J]. Hydrogeology & Engineering Geology,2022,49(6):105 − 113. (in Chinese with English abstract)

    Google Scholar

    LIU Jiating, FU Yukai, LI Tonglu, et al. Types of water film on the surface of loess and related mineral particles and their quantitative characterization[J]. Hydrogeology & Engineering Geology, 2022, 49（6）: 105 − 113. （in Chinese with English abstract）

    Google Scholar

    [23] 李强,李同录,李华,等. 毛细水作用下非饱和土压缩过程的微观非连续变形数值分析[J]. 水文地质工程地质,2022,49(4):135 − 143. [LI Qiang,LI Tonglu,LI Hua,et al. Numerical analysis of evolution of the unsaturated soil microstructure with capillary action during compression[J]. Hydrogeology & Engineering Geology,2022,49(4):135 − 143. (in Chinese with English abstract)

    Google Scholar

    LI Qiang, LI Tonglu, LI Hua, et al. Numerical analysis of evolution of the unsaturated soil microstructure with capillary action during compression[J]. Hydrogeology & Engineering Geology, 2022, 49（4）: 135 − 143. （in Chinese with English abstract）

    Google Scholar

    [24] 孟祥波. 土质与土力学[M]. 北京:人民交通出版社,2002:12 – 13. [MENG Xiangbo. Soil quality and soil mechanics[M]. Beijing:China Communications Press,2002:12 – 13. (in Chinese)

    Google Scholar

    MENG Xiangbo. Soil quality and soil mechanics[M]. Beijing: China Communications Press, 2002: 12 – 13. （in Chinese）

    Google Scholar

    [25] 曾立峰,邵龙潭,牛庚,等. 考虑孔隙水微观赋存形态的非饱和粉土有效应力方程及其验证[J]. 水文地质工程地质,2022,49(4):37 − 46. [ZENG Lifeng,SHAO Longtan,NIU Geng,et al. An effective stress equation for unsaturated silt considering the microstructure of pore water and its verification[J]. Hydrogeology & Engineering Geology,2022,49(4):37 − 46. (in Chinese with English abstract)

    Google Scholar

    ZENG Lifeng, SHAO Longtan, NIU Geng, et al. An effective stress equation for unsaturated silt considering the microstructure of pore water and its verification[J]. Hydrogeology & Engineering Geology, 2022, 49（4）: 37 − 46. （in Chinese with English abstract）

    Google Scholar

    [26] 常锦,杨和平,肖杰,等. 酸性环境对百色膨胀土胀缩性能的影响及其微观解释[J]. 交通运输工程学报,2019,19(1):24 − 32. [CHANG Jin,YANG Heping,XIAO Jie,et al. Effect of acid environment on swelling-shrinkage properties of Baise expansive soil and its microscopic interpretation[J]. Journal of Traffic and Transportation Engineering,2019,19(1):24 − 32. (in Chinese with English abstract) doi: 10.3969/j.issn.1671-1637.2019.01.004

    CrossRef Google Scholar

    CHANG Jin, YANG Heping, XIAO Jie, et al. Effect of acid environment on swelling-shrinkage properties of Baise expansive soil and its microscopic interpretation[J]. Journal of Traffic and Transportation Engineering, 2019, 19（1）: 24 − 32. （in Chinese with English abstract） doi: 10.3969/j.issn.1671-1637.2019.01.004

    CrossRef Google Scholar

    [27] BRAGGS B,FORNASIERO D,RALSTON J,et al. The effect of surface modification by an organosilane on the electrochemical properties of kaolinite[J]. Clays and Clay Minerals,1994,42(2):123 − 136. doi: 10.1346/CCMN.1994.0420203

    CrossRef Google Scholar

    [28] 常锦,杨和平,肖杰,等. 酸雨湿干循环作用下百色膨胀土裂隙发育规律及其微观机制[J]. 中国公路学报,2021,34(1):47 − 56. [CHANG Jin,YANG Heping,XIAO Jie,et al. Fissure development law and micro-mechanism of Baise expansive soil under wet-dry cycles of acid rain[J]. China Journal of Highway and Transport,2021,34(1):47 − 56. (in Chinese with English abstract)

    Google Scholar

    CHANG Jin, YANG Heping, XIAO Jie, et al. Fissure development law and micro-mechanism of Baise expansive soil under wet-dry cycles of acid rain[J]. China Journal of Highway and Transport, 2021, 34（1）: 47 − 56. （in Chinese with English abstract）

    Google Scholar

    [29] KANG Xin,XIA Zhao,CHEN Renpeng,et al. Effects of inorganic cations and organic polymers on the physicochemical properties and microfabrics of kaolinite suspensions[J]. Applied Clay Science,2019,176:38 − 48. doi: 10.1016/j.clay.2019.04.024

    CrossRef Google Scholar

    [30] MA Kunsong,PIERRE A C. Clay sediment-structure formation in aqueous kaolinite suspensions[J]. Clays and Clay Minerals,1999,47(4):522 − 526. doi: 10.1346/CCMN.1999.0470415

    CrossRef Google Scholar

    [31] CHEN Jie,ANANDARAJAH A. Influence of pore fluid composition on volume of sediments in kaolinite suspensions[J]. Clays and Clay Minerals,1998,46(2):145 − 152. doi: 10.1346/CCMN.1998.0460204

    CrossRef Google Scholar

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