Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (7): 2179-2188.doi: 10.16285/j.rsm.2019.1673
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
GAO Wei1, 2, HU Cheng-jie1, 2, HE Tian-yang1, 2, CHEN Xin1, 2, ZHOU Cong1, 2, CUI Shuang1, 2
CLC Number:
[1] | LIANG Wen-peng, ZHOU Jia-zuo, CHEN Pan, WEI Chang-fu, . An elastoplastic constitutive model of gas hydrate bearing sediments based on homogenization theory [J]. Rock and Soil Mechanics, 2021, 42(2): 481-490. |
[2] | 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. |
[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] | MENG Min-qiang, WANG Lei, JIANG Xiang, WANG Cheng-gui, LIU Han-long, XIAO Yang, . Single-particle crushing test and numerical simulation of coarse grained soil based on size effect [J]. Rock and Soil Mechanics, 2020, 41(9): 2953-2962. |
[5] | LUO Yi, ZHANG Jia-ming, ZHOU Zhi, CHIKHOTKIN Victor, MI Min, SHEN Jun, . Evolution law of critical moisture content of soil cracking under rainfall-evaporation conditions [J]. Rock and Soil Mechanics, 2020, 41(8): 2592-2600. |
[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] | ZHANG Zong-tang, GAO Wen-hua, ZHANG Zhi-min, TANG Xiao-yu, WU Jun, . Evolution of particle disintegration of red sandstone using Weibull distribution [J]. Rock and Soil Mechanics, 2020, 41(3): 877-885. |
[8] | JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A strain-softening model of rock based on Hoek-Brown criterion [J]. Rock and Soil Mechanics, 2020, 41(3): 939-951. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | ZHANG Jin-peng, LIU Li-min, LIU Chuan-xiao, SUN Dong-ling, SHAO Jun, LI Yang, . Research on mechanism of bolt-grouting reinforcement for deep fractured rock mass based on prestressed anchor and self-stress grouting [J]. Rock and Soil Mechanics, 2020, 41(11): 3651-3662. |
[13] | LIU Yi, CAI Guo-qing, LI Jian, ZHAO Cheng-gang, . A unified thermo elastoplastic constitutive model describing the temperature effect of saturated and unsaturated soils [J]. Rock and Soil Mechanics, 2020, 41(10): 3279-3288. |
[14] | WANG feng, ZHANG Jian-qing, . Study of breakage behaviour of original rockfill materials considering size effect on particle strength [J]. Rock and Soil Mechanics, 2020, 41(1): 87-94. |
[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. |