Rock and Soil Mechanics ›› 2018, Vol. 39 ›› Issue (12): 4482-4492.doi: 10.16285/j.rsm.2018.0542
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YANG Zhong-min1, GAO Yong-tao1, WU Shun-chuan1,2, ZHOU Yu1
CLC Number:
[1] | CHENG Yong-hui, HU Sheng-gang, WANG Han-wu, ZHANG Cheng. Study on depth effect of pressuremeter feature parameters in deep buried sand [J]. Rock and Soil Mechanics, 2020, 41(6): 1881-1886. |
[2] | ZHANG Zhen, ZHANG Zhao, YE Guan-bao, WANG Meng, XIAO Yan, CHENG Yi, . Progressive failure mechanism of stiffened deep mixed column-supported embankment [J]. Rock and Soil Mechanics, 2020, 41(6): 2122-2131. |
[3] | WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, ZHANG Guang-ze, WANG Dong, . Study on the vector sum method of slope considering tensile-shear progressive failure [J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476. |
[4] | LI Shi-jun, MA Chang-hui, LIU Ying-ming, HAN Yu-zhen, ZHANG Bin, ZHANG Ga, . Centrifuge model tests and numerical simulation on progressive failure behavior of slope above a mine-out area [J]. Rock and Soil Mechanics, 2019, 40(4): 1577-1583. |
[5] | ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian. Mechanical model and stability analysis of progressive failure for thrust-type gently inclined shallow landslide [J]. Rock and Soil Mechanics, 2019, 40(12): 4767-4776. |
[6] | JIANG Qiang-qiang, JIAO Yu-yong, SONG Liang, WANG Hao, XIE Bi-ting, . Experimental study on reservoir landslide under rainfall and water-level fluctuation [J]. Rock and Soil Mechanics, 2019, 40(11): 4361-4370. |
[7] | YANG Zhong-min , GAO Yong-tao , WU Shun-chuan, CHENG Zi-qiao,. Optimization study of first liner replacement timing of large deformation tunnel based on convergence-constraint principle [J]. , 2018, 39(S1): 395-404. |
[8] | ZHAO Jian-jun, YU Jian-le, XIE Ming-li, CHAI He-jun, LI Tao, BU Fan, LIN Bing,. Physical model studies on fill embankment slope deformation mechanism under rainfall condition [J]. , 2018, 39(8): 2933-2940. |
[9] | YANG Li-ping. Analysis of progressive failure of a loess landslide [J]. , 2018, 39(7): 2591-2598. |
[10] | GUO Hao-ran, QIAO Lan, LI Yuan. Research on the bearing performance of energy piles using an improved load-transfer model on pile-soil interface [J]. , 2018, 39(11): 4042-4052. |
[11] | PENG Shuai, ZHANG Xi-wei, FENG Xia-ting, CAI Ming, . Deformation behavior of Jinping marble under isotropic compression and deviatoric stress loading conditions [J]. , 2017, 38(12): 3532-3539. |
[12] | TAN Fu-lin, HU Xin-li, ZHANG Yu-ming, HE Chun-can, ZHANG Han. Study of progressive failure processes and stabilities of different types of landslides [J]. , 2016, 37(S2): 597-606. |
[13] | CAI Qiang, LI Qian-kun, SHI Sheng-wei, ZHANG Yong, . Study of mechanical characteristics of short anti-sliding steel pipe pile by physical model test [J]. , 2016, 37(S2): 679-684. |
[14] | XUE Hai-bin , DANG Fa-ning , YIN Xiao-tao , LEI Man , YANG Chao,. Progressive failure characteristics of slopes considering strain-softening behavior of geotechnical materials and dynamics [J]. , 2016, 37(8): 2238-2246. |
[15] | JIN Lin, HU Xin-li, TAN Fu-lin, HE Chun-can, ZHANG Han, ZHANG Yu-ming. Model test of soil arching effect of anti-slide piles based on infrared thermal imaging technology [J]. , 2016, 37(8): 2332-2340. |
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