›› 2017, Vol. 38 ›› Issue (9): 2669-2675.doi: 10.16285/j.rsm.2017.09.026
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YIN Zhi-xiang1, GAO Zhe1, ZHANG Jian-cheng2, SUN Yi-fei3, FENG Yao4, HE Hui-rong5
CLC Number:
TU 411
[1] | MENG Qing-bin, WANG Jie, HAN Li-jun, SUN Wen, QIAO Wei-guo, WANG Gang, . Physical and mechanical properties and constitutive model of very weakly cemented rock [J]. Rock and Soil Mechanics, 2020, 41(S1): 19-29. |
[2] | 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. |
[3] | WANG Xiang-nan, HAO Qing-shuo, YU Jia-lin, YU Yu-zhen, LÜ He, . Three-dimensional simulation of the separation of dam panel based on extended finite element method [J]. Rock and Soil Mechanics, 2020, 41(S1): 329-336. |
[4] | GAO Wei, HU Cheng-jie, HE Tian-yang, CHEN Xin, ZHOU Cong, CUI Shuang, . Study on constitutive model of fractured rock mass based on statistical strength theory [J]. Rock and Soil Mechanics, 2020, 41(7): 2179-2188. |
[5] | YANG Chang-wei, TONG Xin-hao, WANG Dong, TAN Xin-rong, GUO Xue-yan, CAO Li-cong, . Shaking table test of dynamic response law of subgrade with ballast track under earthquake [J]. Rock and Soil Mechanics, 2020, 41(7): 2215-2223. |
[6] | ZHU Jian-feng, XU Ri-qing, LUO Zhan-you, PAN Bin-jie, RAO Chun-yi, . A nonlinear constitutive model for soft clay stabilized by magnesia cement considering the effect of solidified agent content [J]. Rock and Soil Mechanics, 2020, 41(7): 2224-2232. |
[7] | 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. |
[8] | 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. |
[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] | JIN Qing, WANG Yi-lin, CUI Xin-zhuang, WANG Cheng-jun, ZHANG Ke, LIU Zheng-yin, . Deformation behaviour of geobelt in weathered rock material-tire shred lightweight soil under pullout condition [J]. Rock and Soil Mechanics, 2020, 41(2): 408-418. |
[11] | DENG Zi-qian, CHEN Jia-shuai, WANG Jian-wei, LIU Xiao-wen, . Constitutive model and experimental study of uniform yield surface based on SFG model [J]. Rock and Soil Mechanics, 2020, 41(2): 527-534. |
[12] | LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560. |
[13] | LI Xiao-gang, ZHU Chang-qi, CUI Xiang, ZHANG Po-yu, WANG Rui, . Experimental study of triaxial shear characteristics of carbonate mixed sand [J]. Rock and Soil Mechanics, 2020, 41(1): 123-131. |
[14] | 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. |
[15] | HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90. |
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