›› 2012, Vol. 33 ›› Issue (S2): 125-132.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Jie1, WANG Ming-yang1, FAN Peng-xian1, SHI Cun-cheng1, 2
CLC Number:
[1] | REN Qing-yang, ZHANG Huang-mei, LIU Jia-shen, . Rheological properties of mudstone under two unloading paths in experiments [J]. Rock and Soil Mechanics, 2019, 40(S1): 127-134. |
[2] | CHU Zhao-fei, LIU Bao-guo, REN Da-rui, SONG Yu, MA Qiang, . Development of rheology similar material of soft rock and its application in model test [J]. Rock and Soil Mechanics, 2019, 40(6): 2172-2182. |
[3] | CHEN Wei-zhong, LI Fan-fan, MA Yong-shang, LEI Jiang, YU Hong-dan, XING Tian-hai, ZHENG You-lei, JIA Xiao-dong, . Development of a parallel-linkage triaxial testing machine for THM coupling in soft rock [J]. Rock and Soil Mechanics, 2019, 40(3): 1213-1220. |
[4] | GAO Qiang, ZHANG Qiang-yong, ZHANG Xu-tao, XIANG Wen,. Zonal disintegration mechanism analysis based on strain gradient of deep surrounding rock mass under dynamic unloading effect [J]. , 2018, 39(9): 3181-3194. |
[5] | FAN Ning, NIAN Ting-kai, ZHAO Wei, LU Shuang, SONG Lei, YIN Ping,. Rheological test and strength model of submarine mud flow [J]. , 2018, 39(9): 3195-3202. |
[6] | GAO Yan-bin. Use of time-dependent SBS method in undrained creep pore-pressure analysis of clay [J]. , 2018, 39(11): 4176-4182. |
[7] | CHEN Hao-xiang, QI Cheng-zhi, LI Kai-rui, XU Chen, LIU Tian-tian,. Nonlinear continuous phase transition model for zonal disintegration of rock masses around deep tunnels [J]. , 2017, 38(4): 1032-1040. |
[8] | YANG Cheng, WEN Chang-ping. Study of nonlinear rheology of improved expansive soil based on model theory and genetic creep theory [J]. , 2016, 37(S2): 75-82. |
[9] | FANG Ying-guang, PENG Zhan-qi, GU Ren-guo, HU Yu-guang, OU Zhen-feng, LI Bo, . Analysis of creep test on effect of rheological material on soft soil rheological parameter [J]. , 2016, 37(S2): 257-262. |
[10] | DENG Hua-feng , ZHOU Mei-ling , LI Jian-lin , HU Ya-yun , XIAO Zhi-yong , WANG Yu , . Experimental research on unloading triaxial rheological mechanical properties of sandy mudstone [J]. , 2016, 37(2): 315-322. |
[11] | YAN Peng , ZHAO Zhen-guo , LU Wen-bo , CHEN Ming , ZHOU Chuang-bing , . Factors influencing vibration effects induced by in-situ stress transient unloading of deep rock mass [J]. , 2016, 37(2): 545-553. |
[12] | LI Lang, WANG Ming-yang, FAN Peng-xian, CHENG Yi-hao, LI Zhi-zhong, JIANG Hai-ming. Development of loading and unloading apparatus for model test in deep underground engineering [J]. , 2016, 37(1): 297-304. |
[13] | YANG Zhen-wei , JIN Ai-bing , WANG Kai , MENG Xin-qiu , GAO Yu-juan,. Development and application of a visco-elastoplastic constitutive model in particle flow code [J]. , 2015, 36(9): 2708-2715. |
[14] | DING Jing-yang ,ZHOU Hong-wei ,CHEN Qiong ,LIU Di ,LIU Jian-feng,. Characters of rheological damage and constitutive model of salt rock [J]. , 2015, 36(3): 769-776. |
[15] | WANG Guo-cui, LIANG Zhi-rong, WEI Xiang. Study of time effect on top-down excavation of Shanghai Zhongshan Hospital [J]. , 2014, 35(S2): 495-500. |
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