Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (S1): 394-403.doi: 10.16285/j.rsm.2019.0652
• Testing Technology • Previous Articles
CHU Feng1, 2, ZHANG Hong-gang3, SHAO Sheng-jun4, DENG Guo-hua5
CLC Number:
[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] | 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. |
[3] | DUAN Jun-yi, YANG Guo-lin, HU Min, QIU Ming-ming, YU Yun, . Experimental study on deformation characteristics of reinforced soil cushion subjected to loading and unloading [J]. Rock and Soil Mechanics, 2020, 41(7): 2333-2341. |
[4] | TONG Xing, YUAN Jing, JIANG Ye-xiang, LIU Xing-wang, LI Ying, . Calculation of layered unloading additional stress of foundation pit based on Mindlin solution and the analysis of multiple factors influencing the rebound deformation [J]. Rock and Soil Mechanics, 2020, 41(7): 2432-2440. |
[5] | XIAO Shi-guo, LIU Hang, YU Xin-zuo. Analysis method of seismic overall stability of soil slopes retained by gravity walls anchored horizontally with flexible reinforcements [J]. Rock and Soil Mechanics, 2020, 41(6): 1836-1844. |
[6] | 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. |
[7] | RONG Chi, CHEN Wei-zhong, YUAN Jing-qiang, ZHANG Zheng, ZHANG Yi, ZHANG Qing-yan, LIU Qi, . Study on new sodium silicate-ester grouting material and its properties of grouted-sand [J]. Rock and Soil Mechanics, 2020, 41(6): 2034-2042. |
[8] | 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. |
[9] | 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. |
[10] | CHEN He, ZHANG Yu-fang, ZHANG Xin-min, WEI Shao-wei, . Full-scale model experiments on anti-sliding characteristics of high-pressure grouting steel-tube micropiles [J]. Rock and Soil Mechanics, 2020, 41(2): 428-436. |
[11] | 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. |
[12] | LI Jian, CHEN Shan-xiong, YU Fei, JIANG Ling-fa, DAI Zhang-jun. Discussion on mechanism of reinforcing high and steep slope with prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(2): 707-713. |
[13] | SHI Li, HU Dong-dong, CAI Yuan-qiang, PAN Xiao-dong, SUN Hong-lei, . Preliminary study of real-time pore water pressure response and reinforcement mechanism of air-booster vacuum preloading treated dredged slurry [J]. Rock and Soil Mechanics, 2020, 41(1): 185-193. |
[14] | 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. |
[15] | 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. |
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