›› 2017, Vol. 38 ›› Issue (S2): 18-26.doi: 10.16285/j.rsm.2017.S2.003
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
HOU Xin1,2, MA Wei1, LI Guo-yu1, MU Yan-hu1, ZHOU Zhi-wei1, WANG Fei1,2
CLC Number:
TU 441
[1] | ZHENG Fang, SHAO Sheng-jun, SHE Fang-tao, YUAN Hao, . True triaxial shear tests of remolded loess under different matrix suctions [J]. Rock and Soil Mechanics, 2020, 41(S1): 156-162. |
[2] | CHU Feng, ZHANG Hong-gang, SHAO Sheng-jun, DENG Guo-hua, . Experimental study on mechanical deformation and corrosion resistance characteristics of loess reinforced with synthetic waste cloth fiber yarn [J]. Rock and Soil Mechanics, 2020, 41(S1): 394-403. |
[3] | ZHANG Lei, HAI Wei-shen, GAN Hao, CAO Wei-ping, WANG Tie-hang, . Study on bearing behavior of flexible single pile subject to horizontal and uplift combined load [J]. Rock and Soil Mechanics, 2020, 41(7): 2261-2270. |
[4] | WEN Xin, HU Zhi-ping, ZHANG Xun, CHAI Shao-bo, LÜ Xin-bo, . Modified infiltration model for saturated-unsaturated loess based on Green-Ampt model and its parametric study [J]. Rock and Soil Mechanics, 2020, 41(6): 1991-2000. |
[5] | FANG Jin-jin, FENG Yi-xin, YU Yong-qiang, LI Zhen, LIN Zhi-bin. Wetting deformation characteristics of intact loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(4): 1235-1246. |
[6] | LIU Hua, HE Jiang-tao, ZHAO Qian, WANG Tie-hang, GUO Chao-yi, . Experimental study on evolution of micro-permeability characteristics of acid-contaminated undisturbed loess [J]. Rock and Soil Mechanics, 2020, 41(3): 765-772. |
[7] | 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. |
[8] | XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304. |
[9] | HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90. |
[10] | LIU Hua, ZHANG Shuo-cheng, NIU Fu-jun, SHAO Zhu-shan, NIU Ze-lin, LU Jie, . Experimental study on one-dimensional compression characteristics of Q3 loess contaminated by acid or alkali solutions [J]. Rock and Soil Mechanics, 2019, 40(S1): 210-216. |
[11] | ZHU Yan-peng, DU Xiao-qi, YANG Xiao-hui, LI Hui-jun, . Research on utility tunnel foundation treated by compaction piles and post-work immersion test in self-weight collapsible loess area with large thickness [J]. Rock and Soil Mechanics, 2019, 40(8): 2914-2924. |
[12] | FENG Jun, WANG Yang, WU Hong-gang, LAI Bing, XIE Xian-dang, . Field pullout tests of basalt fiber-reinforced polymer ground anchor [J]. Rock and Soil Mechanics, 2019, 40(7): 2563-2573. |
[13] | TIAN Jun, LU Gao-ming, FENG Xia-ting, LI Yuan-hui, ZHANG Xi-wei. Experimental study of the microwave sensitivity of main rock-forming minerals [J]. Rock and Soil Mechanics, 2019, 40(6): 2066-2074. |
[14] | ZHAO Zhen-hua, ZHANG Xiao-jun, LI Xiao-cheng, . Experimental study of stress relaxation characteristics of hard rocks with pressure relief hole [J]. Rock and Soil Mechanics, 2019, 40(6): 2192-2199. |
[15] | SHAO Sheng-jun, CHEN Fei, DENG Guo-hua, . Seismic passive earth pressure against the retaining wall of structural loess based on plane strain unified strength formula [J]. Rock and Soil Mechanics, 2019, 40(4): 1255-1262. |
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