Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (9): 2331-2343.doi: 10.16285/j.rsm.2021.0100
• Fundamental Theroy and Experimental Research • Next Articles
SONG Lei-bo1, 2, KANG Qian-qian1, 2, DU Shi-gui1, 2, ZHONG Zhen1, 2, WANG Gang1, 2, WANG Xing-kai1, 2, HAN Guan-sheng1, 2, ZHAO Jin-shuai3
CLC Number:
| [1] | YANG Xuan-yu, WANG Yong, . Experimental study on shear behavior of regular soil-rock interface considering asperity widths [J]. Rock and Soil Mechanics, 2025, 46(S1): 195-204. |
| [2] | FANG Wei, WU Run-feng, ZHOU Chun-mei, . Rankine passive earth pressure of unsaturated soil using envelope shell model [J]. Rock and Soil Mechanics, 2025, 46(9): 2885-2893. |
| [3] | SHEN Yang, SHEN Jia-yi, LIANG Hui, FAN Ke-wei. Triaxial tests on simulated calcareous sand based on 3D printing technology [J]. Rock and Soil Mechanics, 2025, 46(8): 2353-2362. |
| [4] | LAO Guo-feng, YANG Jun-sheng, XIE Yi-peng, TANG Chong, XU Zhi-peng, . A peak shear strength model of continuously graded granular soils based on skeleton structure indices [J]. Rock and Soil Mechanics, 2025, 46(8): 2459-2470. |
| [5] | LUO Zuo-sen, CAO Xu, DENG Hua-feng, YANG Wang, LI Jian-lin, YANG Chao, . Influence of dynamic normal load on shear mechanical properties of limestone joint surface under different water-bearing states [J]. Rock and Soil Mechanics, 2025, 46(6): 1799-1810. |
| [6] | OUYANG Miao, ZHANG Hong-ri, WANG Gui-yao, DENG Ren-rui, GUO Ou, WANG Lei, GAO You, . Optimization of the ratio of expansive soil improved by biological matrix based on response surface method [J]. Rock and Soil Mechanics, 2025, 46(5): 1368-1378. |
| [7] | CAO Su-nan, LI Chun-hong, CHEN Yuan-bing, FEI Kang, . Shear characteristics of biomimetic sand-structure interface under cyclic loading conditions [J]. Rock and Soil Mechanics, 2025, 46(3): 821-832. |
| [8] | WU Xue-zhen, XIA Ya-xin, LI Da-yong, YOU Xian-hui, SHAN Ning-kang, XIAO Zhen-ke, CHEN Xiang, . Experiment on shear strength of inner interface of a new type stiffened deep mixed pile [J]. Rock and Soil Mechanics, 2025, 46(2): 467-478. |
| [9] | LYU Zhi-tao, ZHAO Zhi-yuan, CAI Yi, XIA Cai-chu, DUAN Jun-yi. Evolution of anisotropic mechanical properties and damage model of sandstone under unidirectional freeze-thaw action [J]. Rock and Soil Mechanics, 2025, 46(11): 3421-3430. |
| [10] | DONG Jia-bin, LU Yi-fang, JIN Yi, DONG Wen-hao, HOU Peng, LIU Shun-xi, NIU Ran. Fractal characteristics of joint surface morphology of Pengshui shale and anisotropic characterization based on joint roughness coefficient [J]. Rock and Soil Mechanics, 2025, 46(11): 3549-3561. |
| [11] | GENG Xiao-wei, CHEN Cheng, SUN Zhong-hua, LI Wei, WANG Yong, XU Meng-bing, YU Song, . A constitutive model of sand considering fabric anisotropy based on generalized potential theory [J]. Rock and Soil Mechanics, 2025, 46(10): 3175-3186. |
| [12] | DENG Dong-ping, XU Run-dong, PENG Yi-hang, WEN Sha-sha. Limit equilibrium method based on mode of slip surface stress analysis for slope stability under the characteristics of spatial heterogeneity and anisotropy in soil strength [J]. Rock and Soil Mechanics, 2025, 46(1): 55-72. |
| [13] | WANG Jun, ZHANG Kai-yu, CHEN Sheng-kai, QIN Wei, NI Jun-feng, GAO Zi-yang, ZHANG Yi-fang, . Experimental study on explosive deposition depth affecting soil parameters in explosion replacement method [J]. Rock and Soil Mechanics, 2025, 46(1): 123-132. |
| [14] | XIAO Jin-qing, WEN Song-cheng, GUO Yuan, . Experimental study on clay erodibility and its anisotropy using hole erosion test [J]. Rock and Soil Mechanics, 2025, 46(1): 187-198. |
| [15] | LIU Ji-fu. A new method for analyzing stability of drainage consolidation embankments [J]. Rock and Soil Mechanics, 2024, 45(S1): 106-114. |
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