›› 2017, Vol. 38 ›› Issue (3): 875-882.doi: 10.16285/j.rsm.2017.03.033
• Numerical Analysis • Previous Articles Next Articles
YAN Chao1, 2, 3, LIU Song-yu1, 2, DENG Yong-feng1, 2
CLC Number:
TU 457
[1] | XIAO Ming-qing, XU Chen, . Discussion on stability analysis method of tunnel surrounding rock based on critical stable section [J]. Rock and Soil Mechanics, 2020, 41(5): 1690-1698. |
[2] | LANG Rui-qing, YANG Ai-wu, YAN Shu-wang, . Analysis of consolidation properties of rigid pile composite foundation based on modified equal strain assumption [J]. Rock and Soil Mechanics, 2020, 41(3): 813-822. |
[3] | HUANG Yu-hua, XU Lin-rong, ZHOU Jun-jie, CAI Yu, . Calculation of pile-soil stress in pile-net composite foundation based on improved Terzarghi method [J]. Rock and Soil Mechanics, 2020, 41(2): 667-675. |
[4] | 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. |
[5] | ZHANG Hai-na, CHEN Cong-xin, ZHENG Yun, SUN Chao-yi, ZHANG Ya-peng, LIU Xiu-min, . Analysis of flexural toppling failure of rock slopes subjected to the load applied on the top [J]. Rock and Soil Mechanics, 2019, 40(8): 2938-2946. |
[6] | CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162. |
[7] | WU Guan-ye, ZHENG Hui-feng, XU Jian-rong. Model test study of stability and failure mechanism of three-dimensional complicated block system slope with deeply reinforcement [J]. Rock and Soil Mechanics, 2019, 40(6): 2369-2378. |
[8] | TANG Xiao-wu, YANG Xiao-qiu, YU Yue. Analytical solutions to drained consolidation of porous pipe pile [J]. Rock and Soil Mechanics, 2019, 40(4): 1248-1254. |
[9] | YIN Feng, ZHOU Hang, LIU Han-long, CHU Jian, . Experimental investigation on dynamic characteristics of XCC pile-geogrid composite foundation under static and dynamic loads of vehicles [J]. Rock and Soil Mechanics, 2019, 40(4): 1324-1330. |
[10] | RUI Rui, SUN Yi, ZHU Yong, WU Duan-zheng, XIA Yuan-you, . Mesoscopic working mechanism of cushion of composite foundation under rigid slab [J]. Rock and Soil Mechanics, 2019, 40(2): 445-454. |
[11] | CHEN Chang-fu, QIU Lin-qi, MAO Feng-shan, ZHOU Zhi-jun, . Design optimization of pile-net composite foundation based on perturbation-weighted symbiotic organisms search (PWSOS) algorithm [J]. Rock and Soil Mechanics, 2019, 40(11): 4477-4485. |
[12] | YIN Xiao-tao, XUE Hai-bin, TANG Hua, REN Xing-wen, SONG Gang,. Dialectical unity of slope local and global stability analysis methods [J]. , 2018, 39(S1): 98-104. |
[13] | YIN Xiao-tao, YAN Fei, QIN Yu-qiao, ZHOU Lei, WANG Dong-ying, . Dynamic stability evaluation on Huaping bedding bank slope of Jinshajiang River Bridge in Huali Expressway under seismic action [J]. , 2018, 39(S1): 387-394. |
[14] | 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. |
[15] | LI Qing-chuan, LI Shu-cai, WANG Han-peng, ZHANG Hong-jun,ZHANG Bing, ZHANG Yu-qiang,. Stability analysis and numerical experiment study of excavation face for tunnels overlaid by quicksand stratum [J]. , 2018, 39(7): 2681-2690. |
|