›› 2013, Vol. 34 ›› Issue (12): 3389-3392.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YIN Jie1, 2, LIU Fu-jiang3, LIU Chen3, LIU Chun-wei4
CLC Number:
[1] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[2] | 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. |
[3] | KONG Liang, LIU Wen-zhuo, YUAN Qing-meng, DONG Tong, . Triaxial tests on gassy sandy soil under constant shear stress paths [J]. Rock and Soil Mechanics, 2019, 40(9): 3319-3326. |
[4] | CHEN Yong-qing, WEN Chang-ping, FANG Xuan-qiang, . Modified Yin’s double-yield-surface model for bioenzyme-treated expansive soil [J]. Rock and Soil Mechanics, 2019, 40(9): 3515-3523. |
[5] | LIU Si-hong, SHEN Chao-min, MAO Hang-yu, SUN Yi. State-dependent elastoplastic constitutive model for rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(8): 2891-2898. |
[6] | KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065. |
[7] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419. |
[8] | LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Stress-strain behavior of expansive soil under K0 condition with different unloading rates [J]. Rock and Soil Mechanics, 2019, 40(4): 1299-1306. |
[9] | 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. |
[10] | WANG Li-qin, SHAO Sheng-jun, WANG Shuai, ZHAO Cong, SHI Peng-xin, ZHOU Biao, . Compression curve characteristic of undisturbed loess [J]. Rock and Soil Mechanics, 2019, 40(3): 1076-1084. |
[11] | GU Jian-xiao, YANG Jun-yan, WANG Yong, LÜ Hai-bo, . Simulation of carbonate sand with triaxial tests data based on modified model of South water double yield surface [J]. Rock and Soil Mechanics, 2019, 40(12): 4597-4606. |
[12] | FENG Ling-yun, ZHU Bin, DAI Jia-lin, KONG De-qiong, . Modelling lateral pipe-soil interaction on soft clay using large displacement sequential limit analysis [J]. Rock and Soil Mechanics, 2019, 40(12): 4907-4915. |
[13] | ZHANG Xiao-xi, HE Si-ming, FAN Xiao-yi, . Seismic stability of L-shape retaining walls and determination method of sliding surface [J]. Rock and Soil Mechanics, 2019, 40(10): 4011-4020. |
[14] | LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Experimental study of the influence of unloading rate on the shear mechanical properties of undisturbed expansive clay [J]. Rock and Soil Mechanics, 2019, 40(10): 3758-3766. |
[15] | GUO Ying, LIU Xiao-dong. Influence of sample-preparing methods on CD test results of saturated silty sand in different stress paths [J]. Rock and Soil Mechanics, 2019, 40(10): 3783-3788. |
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