Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (10): 2757-2767.doi: 10.16285/j.rsm.2021.2090
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Tao, LI Tao, FENG Shuo
CLC Number:
[1] | YIN Zhen-yu, CHEN Jia-ying, WU Ze-xiang, JIN Yin-fu, . Development of elastoplastic model simulator using MATLAB GUI [J]. Rock and Soil Mechanics, 2022, 43(S2): 524-532. |
[2] | DONG Jian-hua, XU Bin, WU Xiao-lei, LIAN Bo, . Elastic-plastic deformation of surrounding rocks under graded yielding support of tunnel [J]. Rock and Soil Mechanics, 2022, 43(8): 2123-2135. |
[3] | YUAN Yu, LIU Run, FU Deng-feng, SUN Guo-dong. Secondary development and application of structural marine clay damage model [J]. Rock and Soil Mechanics, 2022, 43(7): 1989-2002. |
[4] | ZHU Wen-bo, DAI Guo-liang, WANG Bo-chen, GONG Wei-ming, SUN Jie, HU Hao, . Study on cyclic characteristics and equivalent cyclic creep model of the soft clay at the bottom of suction caisson foundation [J]. Rock and Soil Mechanics, 2022, 43(2): 466-478. |
[5] | ZHOU Rong-ming, WENG Xiao-lin, LI Lin, HOU Le-le, . Elastoplastic model of quasi-saturated clay considering gas phase hardening [J]. Rock and Soil Mechanics, 2022, 43(11): 2963-2972. |
[6] | HU An-feng, ZHOU Yu-shan, CHEN Yuan, XIA Chang-qing, XIE Kang-he, . Semi-analytical solutions for one-dimensional nonlinear large strain consolidation of structured soft clay [J]. Rock and Soil Mechanics, 2020, 41(8): 2583-2591. |
[7] | JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246. |
[8] | XU Peng, JIANG Guan-lu, LEI Tao, LIU Qi, WANG Zhi-meng, LIU Yong, . Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength [J]. Rock and Soil Mechanics, 2019, 40(5): 1841-1846. |
[9] | 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. |
[10] | WANG Teng, WU Rui. Study of vertical penetration resistance of seabed pipelines in cohesive soil [J]. Rock and Soil Mechanics, 2019, 40(3): 871-878. |
[11] | TANG Hong-xiang, WEI Wen-cheng. Finite element analysis of slope stability by coupling of strength anisotropy and strain softening of soil [J]. Rock and Soil Mechanics, 2019, 40(10): 4092-4100. |
[12] | WANG Feng-yun, QIAN De-ling. Elasto-plastic analysis of a deep circular tunnel based on tangential strain softening [J]. , 2018, 39(9): 3313-3320. |
[13] | DENG Qin, TANG Hua, WANG Dong-ying, QIN Yu-qiao, WU Zhen-jun,. Bench-shape slope stability analysis based on strain softening model [J]. , 2018, 39(11): 4109-4116. |
[14] | ZHU En-yang, LI Xiao-qiang,. A unified hardening model considering bonding in structured soils [J]. , 2018, 39(1): 112-122. |
[15] | 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. |
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