Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S2): 155-162.doi: 10.16285/j.rsm.2021.0589

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on thermal conductivity of MX80 bentonite under alkali-thermal environment

ZENG Zhao-tian1, LIANG Zhen1, SHAO Jie-sheng1, XU Yun-shan1, LÜ Hai-bo1, 2, PAN Bin1   

  1. 1. Guangxi Key Laboratory of Geotechnical Mechanics and Engineering, Guilin University of Technology, Guilin, Guangxi 541004, China; 2. School of Architecture and Electrical Engineering, Hezhou University, Hezhou, Guangxi 542899, China
  • Received:2021-04-18 Revised:2021-07-13 Online:2022-10-10 Published:2022-10-03
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(41962014, 42167020) and the National Natural Science Foundation of Guangxi (2018GXNSFAA138182, 2018GXNSFDA281038).

Abstract:

To analyze the effect of various factors such as temperature, strength of alkali solution and dry density on the thermal conductivity of bentonite, thermal conductivity of MX80 bentonite in alkali-thermal environment was measured by a thermal probe method. Meanwhile, the X-ray diffraction (XRD) and scanning electron microscopy (SEM) tests were carried out on selected samples to reveal the micro-mechanism of thermal conductivity evolution of MX80 bentonite under alkaline and thermal environment. The results show that the thermal conductivity of MX80 bentonite increases with the increase of alkali solution content and dry density. The thermal conductivity of bentonite increases with the increase of temperature under different content conditions, and the higher alkali solution content is, the more significant the temperature effect of thermal conductivity is. When the dry density is small, the influence of thermal conductivity λ of bentonite increases with the increase of temperature. The main reason is that temperature facilitates the latent heat transfer of water vapor inside the sample. At the same dry density and temperature, the thermal conductivity decreases with the increase of pH value, the higher the pH value is, the greater the decrease range of λ is. The main reason is that the strong alkali solution erodes the montmorillonite and quartz of bentonite, increases the porosity of bentonite, thereby reduces the thermal conductivity of bentonite, which is consistent with the XRD and SEM image results of the tested samples.

Key words: bentonite, alkali-thermal environment, thermal conductivity, pore characteristics, scanning electron microscope(SEM)

CLC Number: 

  • TU411
[1] ZENG Zhao-tian, LIANG Zhen, SUN Ling-yun, FU Hui-li, FAN Li-yun, PAN Bin, YU Hai-hao, . Experimental study on the influence factors of thermal conductivity of cement-bonded calcareous sand [J]. Rock and Soil Mechanics, 2022, 43(S1): 88-96.
[2] OU Xiao-duo, GAN Yu, PAN Xin, JIANG Jie, QIN Ying-hong, . Experimental study on thermal conductivity of remodel expansive rock and its influence factors [J]. Rock and Soil Mechanics, 2022, 43(S1): 367-374.
[3] JIN Zong-chuan, WANG Xue-qing, WU Xiao-ming, PENG Yun, . Testing and analysis of soil thermal parameters and their influencing factors [J]. Rock and Soil Mechanics, 2022, 43(5): 1335-1340.
[4] WANG Yan-xing, LI Chi, GE Xiao-dong, GAO Li-ping, . Experimental study on improvement of weathered Pisha sandstone soil in Inner Mongolia section of the Yellow River Basin based on microbially induced carbonate precipitation technology [J]. Rock and Soil Mechanics, 2022, 43(3): 708-718.
[5] ZHAN Liang-tong , DING Zhao-hua, XIE Shi-ping, LI Yu-chao, HE Shun-hui, . Test and analysis of hydraulic conductivity of geosynthetic clay liners overlap in vertical barrier wall [J]. Rock and Soil Mechanics, 2021, 42(9): 2387-2394.
[6] LIU Jun-xin, TANG Wei, LI Jun-run, ZHANG Jian-xin, GUO Zhao-qun, CHEN Long, LIU Yu-tian, . An experimental research on swelling pressure of GMZ Na-bentonite submitted to the strong alkali-heat environment [J]. Rock and Soil Mechanics, 2021, 42(8): 2160-2172.
[7] HU Yun-shi, XU Yun-shan, SUN De-an, CHEN Bo, ZENG Zhao-tian, . Temperature dependence of thermal conductivity of granular bentonites [J]. Rock and Soil Mechanics, 2021, 42(7): 1774-1782.
[8] WANG Ying, ZHANG Hu-yuan, TONG Yan-mei, ZHOU Guang-ping, . Influence of joint sealing material on the sealing performance of the buffer block barrier [J]. Rock and Soil Mechanics, 2021, 42(6): 1648-1658.
[9] ZHANG Hu-yuan, DING Zhi-nan, TAN Yu, ZHU Jiang-hong, CAO Zhi-wei, . Optimal curing humidity for compacted bentonite-sand mixtures [J]. Rock and Soil Mechanics, 2021, 42(11): 2925-2933.
[10] JIN Ai-bing, JU You, SUN Hao, ZHAO Yi-qing, LI Hai, ZHANG Zhou, LU Tong, . Pore structure and strength deterioration mechanism of phase change energy storage backfill [J]. Rock and Soil Mechanics, 2021, 42(10): 2623-2633.
[11] ZHENG Wei-han, LI Tao, FENG Shuo, GAO Yu-feng, LIU Yue-miao, . Development and application of a testing apparatus to investigate coupled thermo-hydro-mechanical (THM) responses of densely compacted bentonite block and joint combination [J]. Rock and Soil Mechanics, 2021, 42(10): 2908-2918.
[12] ZHANG Hu-yuan, ZHAO Bing-zheng, TONG Yan-mei, . Thermal conductivity and uniformity of hybrid buffer blocks [J]. Rock and Soil Mechanics, 2020, 41(S1): 1-8.
[13] QIN Ai-fang, HU Hong-liang. Swelling characteristics of Gaomiaozi Ca-bentonite saturated in alkaline solution and prediction [J]. Rock and Soil Mechanics, 2020, 41(S1): 123-131.
[14] PENG Lei, CHEN Bing. Calculation of swelling deformation of Gaomiaozi bentonite based on fractal dimension measured by synchrotron radiation SAXS and liquid nitrogen adsorption [J]. Rock and Soil Mechanics, 2020, 41(8): 2712-2721.
[15] FAN Ri-dong, , DU Yan-jun, , LIU Song-yu, , YANG Yu-ling, . Experimental study on chemical compatibility of sand-bentonite backfills for vertical cutoff barrier permeated with inorganic salt solutions [J]. Rock and Soil Mechanics, 2020, 41(3): 736-746.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .