Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (11): 3651-3662.doi: 10.16285/j.rsm.2020.0175
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Jin-peng1, 2, LIU Li-min2, LIU Chuan-xiao1, SUN Dong-ling3, SHAO Jun3, LI Yang2
CLC Number:
[1] | AN Cai-long, LIANG Ye, WANG Liang-qing, DENG Shan, SUN Zi-hao, FAN Bin-qiang, ZHENG Luo-bin. Three-dimensional optimization design for the direction angle of anchor cable reinforcement in wedge rock slope [J]. Rock and Soil Mechanics, 2020, 41(8): 2765-2772. |
[2] | GAO Wei, HU Cheng-jie, HE Tian-yang, CHEN Xin, ZHOU Cong, CUI Shuang, . Study on constitutive model of fractured rock mass based on statistical strength theory [J]. Rock and Soil Mechanics, 2020, 41(7): 2179-2188. |
[3] | 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. |
[4] | JIA Zhi-bo, TAO Lian-jin, SHI Ming. Stability analysis of prestressed anchor cable slope under seismic loads [J]. Rock and Soil Mechanics, 2020, 41(11): 3604-3612. |
[5] | YANG Qing-guang, LIU Xiong, LIU Jie, HE Jie, LIANG Ling-chuan, CHEN Bin. Influence of the pre-grouting in free segment on the pullout test of prestressed anchor cable [J]. Rock and Soil Mechanics, 2020, 41(10): 3317-3325. |
[6] | XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151. |
[7] | ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244. |
[8] | GUO Yuan-cheng, LI Ming-yu, ZHANG Yan-wei, . Incremental analytical method for prestressed anchor and soil nail wall composite support system [J]. Rock and Soil Mechanics, 2019, 40(S1): 253-258. |
[9] | YU Yu, LIU Xin-rong, LIU Yong-quan, . Field experimental investigation on prestress loss law of anchor cable in foundation pits [J]. Rock and Soil Mechanics, 2019, 40(5): 1932-1939. |
[10] | LI Ning, YANG Min, LI Guo-feng. Revisiting the application of finite element method in geotechnical engineering [J]. Rock and Soil Mechanics, 2019, 40(3): 1140-1148. |
[11] | LI Wei, WANG Zhe-chao, BI Li-ping, LIU Jie, . Representative elementary volume size for permeable property and equivalent permeability of fractured rock mass in radial flow configuration [J]. Rock and Soil Mechanics, 2019, 40(2): 720-727. |
[12] | WANG Xiao-wei, ZHU Jie-bing, LI Cong, . Experimental study on prestressed anchor bars corrosion damage behavior under the synergistic effect of pH and O2 [J]. Rock and Soil Mechanics, 2019, 40(11): 4306-4312. |
[13] | LIU Yan-zhang, GUO Yun-lin , HUANG Shi-bing , CAI Yuan-tian , LI Kai-bing , WANG Liu-bao , LI Wei , . Study of fracture characteristics and strength loss of crack quasi-sandstone under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2018, 39(S2): 62-71. |
[14] | LI Dong-qi, LI Zong-li, Lü Cong-cong. Analysis of fracture strength of rock mass considering fissure additional water pressure [J]. , 2018, 39(9): 3174-3180. |
[15] | YAN Min-jia, XIA Yuan-you, LIU Ting-ting. Limit analysis of bedding rock slopes reinforced by prestressed anchor cables under seismic loads [J]. , 2018, 39(7): 2691-2698. |