Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 117-126.doi: 10.16285/j.rsm.2020.1525
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
GAO Lei1, HAN Chuan1, HUANG Jian2, WANG Yang2, ZHOU Le1
CLC Number:
[1] | 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. |
[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] | 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. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | KONG Ling-ming, LIANG Ke, PENG Li-yun. Experimental study on the influence of specific surface area on the soil-freezing characteristic curve [J]. Rock and Soil Mechanics, 2021, 42(7): 1883-1893. |
[12] | JIANG Hao-peng, JIANG An-nan, YANG Xiu-rong. Statistical damage constitutive model of high temperature rock based on Weibull distribution and its verification [J]. Rock and Soil Mechanics, 2021, 42(7): 1894-1902. |
[13] | JIA Peng, YANG Qi-yao, LIU Dong-qiao, WANG Shu-hong, ZHAO Yong, . Physical and mechanical properties and related microscopic characteristics of high-temperature granite after water-cooling [J]. Rock and Soil Mechanics, 2021, 42(6): 1568-1578. |
[14] | PENG Shou-jian, WANG Rui-fang, XU Jiang, GAN Qing-qing, CAI Guo-liang, . Experimental study of the effect of secondary carbonization temperature on mechanical properties and microstructure of hot-pressed coal briquette specimens [J]. Rock and Soil Mechanics, 2021, 42(5): 1221-1229. |
[15] | SUN Zeng-chun, GUO Hao-tian, LIU Han-long, WU Huan-ran, XIAO Yang, . A thermo-elasto-plastic constitutive model for saturated clay based on disturbed state concept [J]. Rock and Soil Mechanics, 2021, 42(5): 1325-1334. |
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