›› 2015, Vol. 36 ›› Issue (S1): 85-93.doi: 10.16285/j.rsm.2015.S1.015
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SUN Xiang1, 2, GUO Xiao-xia1, 2, SHAO Long-tan1, 2
CLC Number:
[1] | WANG Zhi-chao, PENG Yi-qin, QIN Yun, TIAN Ying-hui, LUO Guang-cai, . Stress-induced anisotropic subloading surface model for overconsolidated soil based on unified yield criterion [J]. Rock and Soil Mechanics, 2023, 44(7): 1891-1900. |
[2] | ZHI Bin, WANG Xiao-chan, LIU En-long, . Influence of particle shape on the particle crushing law and strength criterion for granular materials [J]. Rock and Soil Mechanics, 2023, 44(3): 649-662. |
[3] | ZHAO Kai, SHAO Shuai, SHAO Sheng-jun, WEI Jun-zheng, ZHANG Shao-ying, ZHANG Yu, . Study on shear bands of undisturbed loess under plane strain [J]. Rock and Soil Mechanics, 2023, 44(2): 433-441. |
[4] | ZHAO Shun-li, YANG Zhi-jun, FU Xu-dong, FANG Zheng, . Shear damage mechanism of coarse-grained materials considering strain localization [J]. Rock and Soil Mechanics, 2023, 44(1): 31-42. |
[5] | JIANG Chang-bao, YU Tang, WEI Wen-hui, DUAN Min-ke, YANG Yang, WEI Cai, . Permeability evolution model of coal under loading and unloading stresses [J]. Rock and Soil Mechanics, 2022, 43(S1): 13-22. |
[6] | LIU Yan-jing, WANG Lu-jun, ZHU Bin, CHEN Yun-min, . An elastoplastic constitutive model for hydrate-bearing sediments considering the effects of filling and bonding [J]. Rock and Soil Mechanics, 2022, 43(9): 2471-2482. |
[7] | ZHANG Shu-ming, JIANG Guan-lu, YE Xiong-wei, CAI Jun-feng, YUAN Sheng-yang, LUO Bin, . A constitutive model for frozen silty sand based on binary medium model simplified by breakage parameter [J]. Rock and Soil Mechanics, 2022, 43(7): 1854-1864. |
[8] | HOU Le-le, WENG Xiao-lin, LI Lin, ZHOU Rong-ming, . A critical state model for structural loess considering water content [J]. Rock and Soil Mechanics, 2022, 43(3): 737-748. |
[9] | XU Long-fei, WENG Xiao-lin, ZHANG Ai-jun, ZHAO Gao-wen, WONG Henry, FABBRI Antonin, . Experimental study of water retention characteristics and vapor migration of earth material under relative humidity variation [J]. Rock and Soil Mechanics, 2021, 42(9): 2489-2498. |
[10] | CAO Shuo, YU Yong, WANG Bo, . Viscoelasto-viscoplastic solutions for circular tunnel based on D-P yield criterion and Nishihara model [J]. Rock and Soil Mechanics, 2021, 42(7): 1925-1932. |
[11] | CHEN Xiao-bin, YANG Ning-yu, ZHU Yu, ZHANG Jun-qi, QIAO Shi-fan, . Investigation on stress-strain relationship of TDA-graded aggregate mixtures in large-scale triaxial test [J]. Rock and Soil Mechanics, 2021, 42(4): 921-931. |
[12] | YANG Ai-wu, XU Cai-li, LANG Rui-qing, WANG Tao, . Three-dimensional mechanical properties and failure criterion of municipal solidified sludge under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2021, 42(4): 963-975. |
[13] | WANG Li, LI Gao, CHEN Yong, TAN Jian-min, WANG Shi-mei, GUO Fei, . Field model test on failure mechanism of artificial cut-slope rainfall in Southern Jiangxi [J]. Rock and Soil Mechanics, 2021, 42(3): 846-854. |
[14] | ZHENG Hong, ZHANG Tan, WANG Qiu-sheng. One package of schemes for some difficult issues in finite element plasticity analysis [J]. Rock and Soil Mechanics, 2021, 42(2): 301-314. |
[15] | YU Jin, LIU Ze-han, LIN Li-hua, HUANG Jian-guo, REN Wen-bin, ZHOU Lei, . Characteristics of dilatancy of marble under variable amplitude cyclic loading and unloading [J]. Rock and Soil Mechanics, 2021, 42(11): 2934-2942. |
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