Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 367-374.doi: 10.16285/j.rsm.2020.1102

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on thermal conductivity of remodel expansive rock and its influence factors

OU Xiao-duo1, 2, 3, GAN Yu1, PAN Xin1, JIANG Jie1, 2, 3, QIN Ying-hong1, 2, 3   

  1. 1. School of Civil Engineering and Architecture, Guangxi University, Nanning, Guangxi 530004, China; 2. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, Guangxi 530004, China; 3. Guangxi Engineering Research Center for Metallic Tailings Security Prevention and Control, Guangxi Ruiyu Construction Technology Co., Ltd., Nanning, Guangxi 530004, China
  • Received:2020-07-30 Revised:2022-02-21 Online:2022-06-30 Published:2022-07-15
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51978179, 51768006).

Abstract: The effects of moisture content, dry density, temperature and volume deformation on the thermal conductivity of remodeled Nanning Tertiary expansive mudstone specimens were investigated by the thermal probe method. The research showed that the thermal conductivity of the remodeled expansive mudstone increased with the increase of moisture content and dry density, mainly because the increase of water content lowered the thermal resistance of the air in the mudstone and the increase in dry density brought the mudstone particles into closer contact with each other. The thermal conductivity increased by 135.7% when the water content increased from 10.4% to 21.9%, and thermal conductivity increased by 133.9% when the dry density increased from 1.50 g/cm3 to 2.00 g/cm3. Under the effect of latent heat transfer, the thermal conductivity of remodeled expansive mudstone increased with the growth of temperature and exhibited two different stages of slow growth and rapid growth. The particle size kept expanding and aggregating under the influence of temperature, which provided favorable conditions for latent heat transfer. The thermal conductivity of remodeled expansive mudstone decreased with the increase of the volume deformation rate. When the deformation rate increased from 0.5% to 5%, the thermal conductivity of expansive mudstone decreased by 5.7%−29.5%, due to the fact that the expansive mudstones are looser after water absorption and expansion.

Key words: expansive rock, thermal conductivity, moisture content, dry density, temperature, volume expansion, remodel sample

CLC Number: 

  • TU451
[1] TANG Hua, YAN Song, YANG Xing-hong, WU Zhen-jun, . Shear strength and microstructure of completely decomposed migmatitic granite under different water contents [J]. Rock and Soil Mechanics, 2022, 43(S1): 55-66.
[2] 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.
[3] GAO Lei, HAN Chuan, HUANG Jian, WANG Yang, ZHOU Le, . Test and analysis of bearing characteristics of energy pile based on BOTDR [J]. Rock and Soil Mechanics, 2022, 43(S1): 117-126.
[4] LIU Jie, CUI Yu-yu, LU Zheng, YAO Hai-lin, . Preliminary study on influencing factors and discrimination methods of dispersity of dispersive clay [J]. Rock and Soil Mechanics, 2022, 43(S1): 237-244.
[5] WANG Yang, CHEN Wen-hua. Nonlinear temperature field of granite fracture tip induced by high natural environmental temperature based on fracture shape function [J]. Rock and Soil Mechanics, 2022, 43(S1): 267-274.
[6] YANG Lei, TU Dong-mei, ZHU Qi-yin, WU Ze-xiang, YU Chuang, . Experimental research on discrete element method of particle cyclic thermal consolidation considering the influence of variable temperature amplitude [J]. Rock and Soil Mechanics, 2022, 43(S1): 591-600.
[7] LIU Cheng-yu, ZHENG Dao-zhe, ZHANG Xiang-xiang, CHEN Cheng-hai, CAO Yang-bing, . Influence of freeze-thaw temperature change rate on mechanics feature of rock during loading process [J]. Rock and Soil Mechanics, 2022, 43(8): 2071-2082.
[8] XU Long-fei, WENG Xiao-lin, WONG Henry, FABBRI Antonin, ZHU Tan-tan . Development and application of a temperature-humidity controlled triaxial apparatus for earth materials [J]. Rock and Soil Mechanics, 2022, 43(8): 2327-2336.
[9] WANG Lu-nan, TAO Chuan-qi, YIN Xiao-meng, HAN Jie, YANG Lei, ZHANG Gan-ping, . Evolution of deformation field and energy of organic-rich oil shale under uniaxial compression [J]. Rock and Soil Mechanics, 2022, 43(6): 1557-1570.
[10] 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.
[11] ZHENG Wen-hong, SHI Tian-wei, PAN Yi-shan, LUO Hao, LÜ Xiang-feng, . Effects of water content on the charge induced signal of rock [J]. Rock and Soil Mechanics, 2022, 43(3): 659-668.
[12] WANG Hai-bo, LÜ Wei-hua, WU Zhuang, ZHU Wen-bo, . Shear characteristics of saturated clay under different temperature stress path [J]. Rock and Soil Mechanics, 2022, 43(3): 679-687.
[13] XUE Hui, SHU Biao, CHEN Jun-jie, LU Wei, HU Yong-peng, WANG Yi-min, ZENG Fan, HUANG Ruo-chen, . Mechanical properties of granite after reaction with ScCO2 at high temperature and high pressure [J]. Rock and Soil Mechanics, 2022, 43(2): 377-384.
[14] ZHANG Tao, SHI Jian-yong, WU Xun, HAN Shang-yu, JI Xiao-lei, ZHANG Hui-hua, . Simulation of waste temperature changed by single well water injection in a landfill [J]. Rock and Soil Mechanics, 2022, 43(2): 499-510.
[15] ZHAO Zhi-qiang, DAI Fu-chu, MIN Hong, TAN Ye, . Research on infiltration process in undisturbed loess-paleosol sequence [J]. Rock and Soil Mechanics, 2021, 42(9): 2611-2621.
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 .