Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (1): 39-45.doi: 10.16285/j.rsm.2018.2295

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Temperature effect on thermal conductivity of bentonites

XU Yun-shan1, SUN De-an1, ZENG Zhao-tian2, LÜ Hai-bo2   

  1. 1. Department of Civil Engineering, Shanghai University, Shanghai 200444, China; 2. Guangxi Key Laboratory of New Energy and Building Energy Saving, Guilin University of Technology, Guilin, Guangxi 541004, China
  • Received:2018-12-24 Revised:2019-04-28 Online:2020-01-13 Published:2020-01-05
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51568014) and the Project of Guangxi Key Laboratory of New Energy and Building Energy Saving (17-J-22-1, 17-J-21-2).

Abstract: The temperature effect on thermal conductivity of compacted Gaomiaozi (GMZ07) and Wyoming (MX80) bentonites was investigated using a thermal probe method. Dry densities and water contents of compacted bentonite specimens were kept constant under constant volume conditions, and then measurements of thermal conductivity were conducted over a wide range of temperatures (5°C to 90°C) by KD2 Pro thermal characteristic analyzer. Meanwhile, the mercury intrusion porosimetry (MIP) tests were also performed to observe the pore-size distributions of compacted specimens. The test results show that at the same water content and dry density, the thermal conductivities of GMZ07 and MX80 bentonites increase with increasing the temperature. When the temperature was 90°C, they can reach 1.2 to 1.5 times of the value at 5°C, due to the enhanced latent heat transfer (LHT) of vapor. At specimen temperature is higher than 60°C, the effect of temperature on the thermal conductivity is more significant than that when temperature is under 60°C. For unsaturated specimens, the temperature effect on the thermal conductivity decreases with increasing the dry density. For a dry specimen, the thermal conductivity hardly changes with the temperature, which is related to the enhancement mechanism of the LHT of vapor. The temperature effect on the thermal conductivity can be explained that the more water vapor and heat transfer paths can be used for LHT, the more obvious the temperature effect on the thermal conductivity.

Key words: bentonite, thermal conductivity, temperature effect, latent heat transfer, mineral composition

CLC Number: 

  • TU 411
[1] 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.
[2] 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.
[3] LUO Zhao-gang, WANG Shi-ji, YANG Zhen-bei, . Quantitative analysis of fracture evolution of expansive soils under wetting-drying cycles [J]. Rock and Soil Mechanics, 2020, 41(7): 2313-2323.
[4] 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.
[5] DAO Minh-huan, LIU Qing-bing, HUANG Wei, XIANG Wei, WANG Zhen-hua, . Study on desiccation –shrinkage characteristic and shrinkage cracking mechanism of bentonite and sand mixtures [J]. Rock and Soil Mechanics, 2020, 41(3): 789-798.
[6] XU Hao-qing, ZHOU Ai-zhao, JIANG Peng-ming, LIU Shun-qing, SONG Miao-miao, CHEN Liang, . Study on bentonite content of different sand-bentonite vertical cutoff wall backfill materials [J]. Rock and Soil Mechanics, 2019, 40(S1): 424-430.
[7] ZHAO Bo, ZHANG Guang-qing, TANG Mei-rong, ZHUANG Jian-man, LIN Can-kun, . Mechanism of the effect of long-term water injection on mechanical properties of tight sandstone [J]. Rock and Soil Mechanics, 2019, 40(9): 3344-3350.
[8] TAN Yun-zhi, PENG Fan, QIAN Fang-hong, SUN De-an, MING Hua-jun, . Optimal mixed scheme of graphite-bentonite buffer material [J]. Rock and Soil Mechanics, 2019, 40(9): 3387-3396.
[9] FAN Ri-dong, LIU Song-yu, DU Yan-jun, . Modified fluid loss test for measuring the hydraulic conductivity of heavy metal-contaminated bentonites [J]. Rock and Soil Mechanics, 2019, 40(8): 2989-2996.
[10] TAN Yun-zhi, LI Hui, WANG Pei-rong, PENG Fan, FANG Yan-fen, . Hydro-mechanical performances of bentonite respond to heat-treated history [J]. Rock and Soil Mechanics, 2019, 40(2): 489-496.
[11] REN Lian-wei, KONG Gang-qiang, HAO Yao-hu, LIU Han-long, . Study of soil comprehensive thermal conductivity coefficient based on field test of energy pile [J]. Rock and Soil Mechanics, 2019, 40(12): 4857-4864.
[12] XU Yun-shan, SUN De-an, ZENG Zhao-tian, LÜ Hai-bo, . Experimental study on aging effect on bentonite thermal conductivity [J]. Rock and Soil Mechanics, 2019, 40(11): 4324-4330.
[13] ZHANG Fan, HU Wei, GUO Han-qun, HU Da-wei, SHENG Qian, SHAO Jian-fu,. Nanoindentation tests on granite after heat treatment [J]. , 2018, 39(S1): 235-243.
[14] XIE Jing-li, MA Li-ke, GAO Yu-feng, CAO Sheng-fei, LIU Yue-miao. Thermal conductivity of mixtures of Beishan bentonite and crushed granite [J]. , 2018, 39(8): 2823-2828.
[15] TONG Xing, LI Yu-chao, KE Han, WEN Yi-duo, PAN Qian, . Field test on the stress state and consolidation behavior of soil-bentonite cutoff walls [J]. , 2018, 39(6): 2131-2138.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!