Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (6): 1811-1825.doi: 10.16285/j.rsm.2022.0995
• Numerical Analysis • Previous Articles Next Articles
HU Wei1, 2, WANG Hui1, 2, YAO Chen3, HAO Dong-xue4, SHI Dan-da5
CLC Number:
[1] | JI Yu-kun, WANG Qin-ke, ZHAO Guo-liang, ZHANG Jian, MA Jian-lin, . Model test and numerical simulation of vertical bearing capacity and deformation characteristics of rock-socketed uplift pile in sloped ground [J]. Rock and Soil Mechanics, 2023, 44(6): 1604-1614. |
[2] | HE Jie, GUO Duan-wei, SONG De-xin, LIU Meng-xin, ZHANG Lei, WEN Qi-feng, . Dynamic response and characteristics of tapered rigid core composite cement-soil piles under cyclic loading [J]. Rock and Soil Mechanics, 2023, 44(5): 1353-1362. |
[3] | JIANG Jie, FU Chen-zhi, CHAI Wen-cheng, OU Xiao-duo , . Analysis of lateral bearing capacity of flexible single pile under vertical-horizontal loading path in sand foundation [J]. Rock and Soil Mechanics, 2023, 44(5): 1375-1384. |
[4] | HUANG Wei, JIAN Wen-bin, YANG Jian, DOU Hong-qiang, LUO Jin-mei, . Prototype test and load transfer characteristic analysis of multi-disk anchor rod [J]. Rock and Soil Mechanics, 2023, 44(2): 520-530. |
[5] | ZHONG Zi-lan, HAN Chun-tang, LI Jin-qiang, ZHAO Xin, MIAO Hui-quan. Ultimate bearing capacity of sand under lateral horizontal movement of shallowly buried pipelines [J]. Rock and Soil Mechanics, 2022, 43(S2): 95-103. |
[6] | ZHANG Wen-lian, SUN Xiao-yun, CHEN Yong, JIN Shen-yi, . Slope stability analysis method based on compressive strength reduction of rock mass [J]. Rock and Soil Mechanics, 2022, 43(S2): 607-615. |
[7] | YANG Xiao-feng, LU Zu-de, CHEN Cong-xin, SUN Chao-yi, LIU Xuan-ting, . Analysis of mechanical model of sliding-bending failure in bedding rock slopes with slab-rent structure [J]. Rock and Soil Mechanics, 2022, 43(S1): 258-266. |
[8] | AHMAD Hussein, MAHBOUBI Ahmad, NOORZAD Ali, HOSEINI MOHAMMAD Hosein. Investigation of the influence of interaction of wraparound geogrid-sand on load bearing-settlement behavior of strip footing [J]. Rock and Soil Mechanics, 2022, 43(9): 2550-2567. |
[9] | SONG Er-xiang, CHEN Xing-yi, LIN Shi-jie. On the checking methods for bearing capacity of foundation under eccentric loading [J]. Rock and Soil Mechanics, 2022, 43(7): 1925-1932. |
[10] | YUAN Yu, LIU Run, FU Deng-feng, SUN Guo-dong. Secondary development and application of structural marine clay damage model [J]. Rock and Soil Mechanics, 2022, 43(7): 1989-2002. |
[11] | JIAO Yu-qi, HE Lin-lin, LIANG Yue, LIU Xu-fei, . Study of vertical bearing capacity of spudcan foundations considering strain-softening effect of structured clay [J]. Rock and Soil Mechanics, 2022, 43(5): 1374-1382. |
[12] | WANG Jia-yu, LIU Run, JI Yong-hong, YANG Xu, CHEN Guang-si, WANG Xiao-lei, . Upper bound limit analysis of horizontal and moment ultimate bearing capacities of bucket foundation [J]. Rock and Soil Mechanics, 2022, 43(3): 777-788. |
[13] | SHI Dan-da, YU Kuai, MAO Yi-yao, YUAN Yuan, HAO Dong-xue, HU Wei, . Experimental study on the uplift behavior and soil deformation characteristics of the double-blade screw anchor in loose sand [J]. Rock and Soil Mechanics, 2022, 43(11): 3059-3072. |
[14] | QU Chun-lai, FU Di, LIU Shi-wei, LENG Xian-lun, LI Jian-he, SUN He-yuan, . Upper limit analysis for ultimate bearing capacity of heterogeneous stratified slope [J]. Rock and Soil Mechanics, 2022, 43(10): 2923-2932. |
[15] | XIA Xin, JIANG Yuan-jun, SU Li-jun, MEHTAB Alam, LI Jia-jia, . Estimation model of limit values of shear strength of root-bearing soil based on interface bonding [J]. Rock and Soil Mechanics, 2021, 42(8): 2173-2184. |
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