Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (3): 582-590.doi: 10.16285/j.rsm.2021.0830
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Jing-pei1, 2, LIU Geng-yun1, 2, ZHOU Pan1, 2
CLC Number:
[1] | WANG Chang-hong, TANG Dao-fei, WANG Kun, WU Zhao-xin. Macro and micro coupling analysis method and application of cone penetration test [J]. Rock and Soil Mechanics, 2021, 42(7): 1815-1827. |
[2] | 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. |
[3] | YUAN Qing-meng, KONG Liang, ZHAO Ya-peng, . An elastoplastic model for energy soils considering filling and bonding effects [J]. Rock and Soil Mechanics, 2020, 41(7): 2304-2312. |
[4] | MENG Yu-han, ZHANG Bi-sheng, CHEN Zheng, MEI Guo-xiong, . Consolidation analysis of foundation with sand blankets under ramp loading [J]. Rock and Soil Mechanics, 2020, 41(2): 461-468. |
[5] | ZHU Jun-gao, ZHAO Xiao-long, HE Shun-bin, TIAN Yu, . Applicability verification of UH model on coarse-grained soil and its application in earth rockfill dam [J]. Rock and Soil Mechanics, 2020, 41(12): 3873-3881. |
[6] | YAO Yang-ping, HUANG Jian, ZHANG Kui, CUI Guang-zu. Numerical back-analysis of creep settlement of airport high fill [J]. Rock and Soil Mechanics, 2020, 41(10): 3395-3404. |
[7] | MO Pin-qiang, GAO Xin-wei, HUANG Zi-feng, MA Dan-yang, . Analytical method for settlement control of displacement pile induced by undercrossing tunnel excavation [J]. Rock and Soil Mechanics, 2019, 40(10): 3823-3832. |
[8] | RUAN Yong-fen, WANG Xi-dong, LI Zhi-wei, LIU Ke-wen,. Theoretical analysis of spherical cavity expansion of axial loading capacity for toothed piles with sand liner [J]. , 2017, 38(9): 2567-2573. |
[9] | ZHANG Hao, SHI Ming-lei, GUO Yuan-cheng, LI Yong-hui,. Analysis of stress and displacement characteristics of bridge pile and pier adjacent to one-side loading [J]. , 2017, 38(9): 2683-2692. |
[10] | XIE Yi, LI Pei-chao, WANG Lei, SUN De-an,. Semi-analytical solution for one-dimensional consolidation of viscoelastic saturated soil with fractional order derivative [J]. , 2017, 38(11): 3240-3246. |
[11] | SHEN Cai-hua, WANG Yuan, LI He-wen, HU Yu-tian,. Determination of pile-soil stress ratio for compaction foundation using cavity expansion theory [J]. , 2017, 38(10): 2873-2880. |
[12] | ZOU Fei,LONG Wan-xue,LI Liang,. Theoretical analysis and numerical simulation of rock damage and failure under wedge cutting [J]. , 2016, 37(7): 2101-2108. |
[13] | QIN Ai-fang,ZHANG Jiu-long. Analysis of consolidation of unsaturated soil with variable permeability coefficient [J]. , 2015, 36(6): 1521-1528. |
[14] | CAI Can ,WU Kai-song ,LIAN Dong ,YUAN Xiao-hong,. Study of rock-breaking mechanism under single-tooth impact [J]. , 2015, 36(6): 1659-1666. |
[15] | ZHU En-yang , YAO Yang-ping,. A UH constitutive model for structured soils [J]. , 2015, 36(11): 3101-3110. |
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