›› 2017, Vol. 38 ›› Issue (2): 462-470.doi: 10.16285/j.rsm.2017.02.020
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
FU Xiao1, 2, ZHANG Jian-jing1, 2, ZHOU Li-rong1
CLC Number:
TU 473.1
[1] | LI Ping, ZHANG Yu-dong, BO Tao, GU Jun-ru, ZHU Sheng. Study of ground motion effect of trapezoidal valley site based on centrifuge shaking table test [J]. Rock and Soil Mechanics, 2020, 41(4): 1270-1278. |
[2] | 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. |
[3] | CHEN Chong, WANG Wei, LÜ Hua-yong, . Stability analysis of slope reinforced with composite anti-slide pile model [J]. Rock and Soil Mechanics, 2019, 40(8): 3207-3217. |
[4] | 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. |
[5] | WEI Shao-wei, SUI Yan-yang, YANG Jian-min, . Model tests on anti-sliding mechanism of circular and rectangular cross section anti-sliding piles [J]. Rock and Soil Mechanics, 2019, 40(3): 951-961. |
[6] | ZHANG Ling, CHEN Jin-hai, ZHAO Ming-hua. Maximum cantilever anti-slide piles spacing determination with consideration of soil arching effect [J]. Rock and Soil Mechanics, 2019, 40(11): 4497-4505. |
[7] | LEI Da, JIANG Guan-lu, SUN Sheng-jie, QI Zhi-hui, LI An-hong, . Study of bridge foundation on slope reinforced by anti-slide piles on shaking table [J]. Rock and Soil Mechanics, 2019, 40(1): 127-134. |
[8] | DONG Zhi-hong, DING Xiu-li, HUANG Shu-ling, WU Ai-qing, CHEN Sheng-hong, ZHOU Zhong, . Analysis of ageing-stress characteristics and long-term bearing risk of anchor cable for a large cavern in high geo-stress area [J]. Rock and Soil Mechanics, 2019, 40(1): 351-362. |
[9] | WANG Zhe, WANG Qiao-kan, MA Shao-jun, XUE Yi, XU Si-fa, . A method for calculating ultimate pullout force of recoverable under-reamed prestressed anchor cable [J]. Rock and Soil Mechanics, 2018, 39(S2): 202-208. |
[10] | CHEN Jun, LIANG Wen-peng, YING Hong-wei, . Experimental and numerical research on proper interval of large diameter soil-cement anchor cables [J]. Rock and Soil Mechanics, 2018, 39(S2): 374-380. |
[11] | ZHANG Zhi-guo, ZHANG Cheng-ping, MA Bing-bing, GONG Jian-fei, YE Tong. Physical model test and numerical simulation for anchor cable reinforcements of existing tunnel under action of landslide [J]. , 2018, 39(S1): 51-60. |
[12] | ZHANG Yu-fang, YUAN Kun,. Experimental study and application of anchor performance of a new type anchor cable with double anchor [J]. , 2018, 39(S1): 461-468. |
[13] | XU Ming, TANG Ya-feng, LIU Xian-shan, LUO Bin, TANG Dao-yong,. Seismic dynamic response of rock slope anchored with adaptive anchor cables [J]. , 2018, 39(7): 2379-2386. |
[14] | 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. |
[15] | WU Shu-guang, FU Hong-mei, ZHANG Yan-yan,. Study on anchorage mechanism and application of tension-compression dispersive anchor cable [J]. , 2018, 39(6): 2155-2163. |
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