Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S2): 524-532.doi: 10.16285/j.rsm.2020.1380
• Numerical Analysis • Previous Articles Next Articles
YIN Zhen-yu1, CHEN Jia-ying2, WU Ze-xiang3, JIN Yin-fu1
CLC Number:
[1] | YANG Xiao-juan, MA Gang, ZHOU Heng, LU Xi, LI Yi-ao, ZHOU Wei, . Study on precursors of diffuse instability of granular materials based on complex network theory [J]. Rock and Soil Mechanics, 2022, 43(7): 1978-1988. |
[2] | LIU Yang, YU Peng-qiang, XU Shuo. Wave propagation in anisotropic granular materials based on micromorphic continua [J]. Rock and Soil Mechanics, 2022, 43(3): 635-648. |
[3] | ZHANG Tao, LI Tao, FENG Shuo. Elastoplastic two-surface model for describing strain-softening behavior of saturated cohesive soils [J]. Rock and Soil Mechanics, 2022, 43(10): 2757-2767. |
[4] | JIANG Jing-shan, ZUO Yong-zhen, CHENG Zhan-lin, PAN Jia-jun, . Investigation of strength properties of coarse granular material at different densities using large-scale true triaxial tests [J]. Rock and Soil Mechanics, 2020, 41(8): 2601-2608. |
[5] | WU Qi-xin, YANG Zhong-xuan. Incremental behavior of granular soils: a strain response envelope perspective [J]. Rock and Soil Mechanics, 2020, 41(3): 915-922. |
[6] | JIANG Jing-shan, ZUO Yong-zhen, CHENG Zhan-lin, PAN Jia-jun, ZHANG Chao, WEI You-xin, . Effects of stress state on mechanical properties of coarse granular material using large-scale true triaxial tests [J]. Rock and Soil Mechanics, 2020, 41(11): 3563-3572. |
[7] | FU Long-long, ZHOU Shun-hua, TIAN Zhi-yao, TIAN Zhe-kan, . Force chain evolution in granular materials during biaxial compression [J]. Rock and Soil Mechanics, 2019, 40(6): 2427-2434. |
[8] | ZHANG Kun-yong, ZANG Zhen-jun, LI Wei, WEN De-bao, CHARKLEY Frederick Nai, . Three-dimensional elastoplastic model of soil with consideration of unloading stress path and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(4): 1313-1323. |
[9] | LIU Yang, LI Shuang. Numerical simulation and analysis of meso-mechanical structure characteristic at critical state for granular media [J]. , 2018, 39(6): 2237-248. |
[10] | XUE Long, WANG Rui, ZHANG Jian-min, . DEM numerical test method for granular matter under complex 3D loading [J]. Rock and Soil Mechanics, 2018, 39(12): 4681-4690. |
[11] | LIU Xiu-min, JIANG Xuan-wei, CHEN Cong-xin, XIA Kai-zong, ZHOU Yi-chao, SONG Xu-gen,. Study of creep characteristics of gypsum rock in natural and saturated states [J]. , 2017, 38(S1): 277-283. |
[12] | WANG Yin, AI Jun, YANG Qing,. A CFD-DEM coupled method incorporating soil inter-particle rolling resistance [J]. , 2017, 38(6): 1771-1780. |
[13] | ZHOU Jia-jin, GONG Xiao-nan, WANG Kui-hua, ZHANG Ri-hong, WANG Meng-bo,. A simplified approach to calculating settlement of a single pre-bored grouting planted nodular pile in layered soils [J]. , 2017, 38(1): 109-116. |
[14] | GUO Xing-wen, ZHAO Qian, GU Shui-tao, CAI Xin, . Creep property of granular materials based on viscoelastic interface between micro structural granular [J]. , 2016, 37(S2): 105-112. |
[15] | SONG Zi-heng, YANG Qiang, LIU Yao-ru. Elastoplastic model for geomaterial considering effect of pore water pressure and its finite elements implementation [J]. , 2016, 37(S1): 500-508. |
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