›› 2017, Vol. 38 ›› Issue (S2): 131-137.doi: 10.16285/j.rsm.2017.S2.017
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
JIANG Jing-shan1, 2, CHENG Zhan-lin2, ZUO Yong-zhen2, DING Hong-shun2
CLC Number:
TU 452
[1] | GUI Yue, WU Cheng-kun, ZHAO Zhen-xing, LIU Sheng-jun, LIU Rui, ZHANG Qiu-min. Effects of microbial decomposition of organic matter on engineering properties of peat soil [J]. Rock and Soil Mechanics, 2020, 41(S1): 147-155. |
[2] | YANG Kai-xuan, HOU Tian-shun. Influence of compaction test types on compaction characteristics of EPS particles light weight soil [J]. Rock and Soil Mechanics, 2020, 41(6): 1971-1982. |
[3] | WU Xing-zheng, WANG Rui-kai, XIN Jun-xia, . Geometric reliability analysis of geotechnical structures at a specific site [J]. Rock and Soil Mechanics, 2020, 41(6): 2070-2080. |
[4] | HOU Zhi-qiang, WANG Yu, LIU Dong-qiao, LI Chang-hong, LIU Hao. Experimental study of mechanical properties of marble under triaxial unloading confining pressure after fatigue loading [J]. Rock and Soil Mechanics, 2020, 41(5): 1510-1520. |
[5] | XU Dong-sheng, HUANG Ming, HUANG Fo-guang, CHEN Cheng. Failure behavior of cemented coral sand with different gradations [J]. Rock and Soil Mechanics, 2020, 41(5): 1531-1539. |
[6] | CHU Fu-yong, ZHU Jun-gao, WENG Hou-yang, YE Yang-fan. Experimental study on maximum dry density of scaled coarse-grained soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1599-1604. |
[7] | LI Zong-ze, JIANG De-yi, FAN Jin-yang, CHEN Jie, LIU Wei, WU Fei, DU Chao, KANG Yan-fei. Experimental study of triaxial interval fatigue of salt rock [J]. Rock and Soil Mechanics, 2020, 41(4): 1305-1312. |
[8] | 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. |
[9] | WU Er-lu, ZHU Jun-gao, WANG Long, CHEN Ge, . Single-parameter gradation equation for coarse-grained soil and its applicability [J]. Rock and Soil Mechanics, 2020, 41(3): 831-836. |
[10] | SONG Yi-min, ZHANG Yue, XU Hai-liang, WANG Ya-fei, HE Zhi-jie. Study on creep-slip and stick-slip deformation evolution of rock based on non-uniform characteristics [J]. Rock and Soil Mechanics, 2020, 41(2): 363-371. |
[11] | WEI Gang, ZHANG Xin-hai, LIN Xin-bei, HUA Xin-xin, . Variations of transverse forces on nearby shield tunnel caused by foundation pits excavation [J]. Rock and Soil Mechanics, 2020, 41(2): 635-644. |
[12] | WU Er-lu, ZHU Jun-gao, GUO Wan-li, LU Yang-yang, . Experimental study of compaction characteristics of coarse-grained soil based on gradation equation [J]. Rock and Soil Mechanics, 2020, 41(1): 214-220. |
[13] | XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151. |
[14] | FAN Yun-hui, ZHU Qi-zhi, NI Tao, ZHANG Kun, ZHANG Zhen-nan, . A brittle-ductile transition constitutive model based on discrete elastic tensors [J]. Rock and Soil Mechanics, 2019, 40(S1): 181-188. |
[15] | DING Chang-dong, ZHANG Yang, YANG Xiang-tong, HU Da-wei, ZHOU Hui, LU Jing-jing, . Permeability evolution of tight sandstone under high confining pressure and high pore pressure and its microscopic mechanism [J]. Rock and Soil Mechanics, 2019, 40(9): 3300-3308. |
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