›› 2002, Vol. 23 ›› Issue (1): 1-5.
• Fundamental Theroy and Experimental Research • Next Articles
LI Shao-jun 1 ,FENG Xia-ting 1 ,LIAO Hong -jian 2
CLC Number:
[1] | WANG Jun-min, XIONG Yong-lin, YANG Qi-lai, SANG Qin-yang, HUANG Qiang. Study of the dynamic elastoplastic constitutive model for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2323-2331. |
[2] | MA Chun-hui, YANG Jie, CHENG Lin, LI Ting, LI Ya-qi, . Adaptive inversion analysis of material parameters of rock-fill dam based on QGA-MMRVM [J]. Rock and Soil Mechanics, 2019, 40(6): 2397-2406. |
[3] | WANG Jie, SONG Wei-dong, TAN Yu-ye, FU Jian-xin, CAO Shuai, . Damage constitutive model and strength criterion of horizontal stratified cemented backfill [J]. Rock and Soil Mechanics, 2019, 40(5): 1731-1739. |
[4] | SUN Yi-fei, CHEN Cheng, . A state-dependent stress-dilatancy equation without state index and its associated constitutive model [J]. Rock and Soil Mechanics, 2019, 40(5): 1813-1822. |
[5] | YANG Qi-lai, XIONG Yong-lin, ZHANG Sheng, LIU Gan-bin, ZHENG Rong-yue, ZHANG Feng, . Elastoplastic constitutive model for soft rock considering temperature effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1898-1906. |
[6] | LI Xiu-lei, LI Jin-feng, SHI Jian-yong, . Elastoplastic constitutive model for municipal solid waste considering the effect of fibrous reinforcement [J]. Rock and Soil Mechanics, 2019, 40(5): 1916-1924. |
[7] | 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. |
[8] | HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997. |
[9] | FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, . Nonlinear constitutive model for intact loess in true tri-axial tests [J]. Rock and Soil Mechanics, 2019, 40(2): 517-528. |
[10] | LI Xin, LIU En-long, HOU Feng, . A creep constitutive model for frozen soils considering the influence of temperature [J]. Rock and Soil Mechanics, 2019, 40(2): 624-631. |
[11] | KANG Yan-fei, CHEN Jie, JIANG De-yi, LIU Wei, FAN Jin-yang. Summary on damage self-healing property of rock salt [J]. Rock and Soil Mechanics, 2019, 40(1): 55-69. |
[12] | QIN Qing-ci, LI Ke-gang, YANG Bao-wei, WANG Ting, ZHANG Xue-ya, GUO Wen. Analysis of damage characteristics of key characteristic points in rock complete stress-strain process [J]. Rock and Soil Mechanics, 2018, 39(S2): 14-24. |
[13] | ZHANG Xiao, XIAO Jun-hua, NONG Xing-zhong, GUO Jia-qi, WU Nan, . Analysis of influenced zone of foundation pit excavation adjacent to bridge pile foundation using HS-Small constitutive model [J]. Rock and Soil Mechanics, 2018, 39(S2): 263-273. |
[14] | FANG Xiang-wei, LI Jing-xin, LI Jie, SHEN Chun-ni,. Study of triaxial compression test and damage constitutive model of biocemented coral sand columns [J]. , 2018, 39(S1): 1-8. |
[15] | CAI Ting-ting, FENG Zeng-chao, ZHAO Dong, JIANG Yu-long,. A creep model for lean coal based on hardening-damage mechanism [J]. , 2018, 39(S1): 61-68. |