›› 2013, Vol. 34 ›› Issue (12): 3567-3572.
• Geotechnical Engineering • Previous Articles Next Articles
TU Bing-xiong1, 2, JIA Jin-qing2, WANG Hai-tao3, CAI Yan-yan1, YU Jin1
CLC Number:
[1] | 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. |
[2] | ZHANG Ding-wen, LIU Zhi-xiang, SHEN Guo-gen, E Jun-yu, . Measurement of earth pressure of shallow buried tunnel with super large diameter and applicability evaluation of calculation method [J]. Rock and Soil Mechanics, 2019, 40(S1): 91-98. |
[3] | 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. |
[4] | ZHANG Yi-hu, WU Ai-qing, ZHOU Huo-ming, WANG Shuai, LUO Rong, FAN Lei. Review of bearing capacity and deformation characteristics of tunnel- type anchorage for suspension bridge [J]. Rock and Soil Mechanics, 2019, 40(9): 3576-3584. |
[5] | 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. |
[6] | JIANG Ze-feng, ZHANG Ge, ZHU Da-yong, WANG Jun, . Critical sliding field method for slope under anchorage force and its application [J]. Rock and Soil Mechanics, 2019, 40(7): 2799-2806. |
[7] | YAN Zhi-xin, LONG Zhe, QU Wen-rui, ZHANG Sen, JIANG Ping, . The effect of shear on the anchorage interface of rock slope with weak layers under earthquake [J]. Rock and Soil Mechanics, 2019, 40(7): 2882-2890. |
[8] | CUI Kai, HUANG Jing-jing, CHEN Wen-wu, WANG Dong-hua, HAN Ning, . Research on selection of anchor slurry and performance of mixed quick lime in earthen sites [J]. Rock and Soil Mechanics, 2019, 40(6): 2183-2191. |
[9] | HUANG Da-wei, ZHOU Shun-hua, FENG Qing-song, LUO Kun, LEI Xiao-yan, XU You-jun, . Analysis for vertical earth pressure transference on overlaying soils of shield tunnel under uniform surface surcharge [J]. Rock and Soil Mechanics, 2019, 40(6): 2213-2220. |
[10] | CHEN Jian-xu, SONG Wen-wu, . Non-limit active earth pressure for retaining wall under translational motion [J]. Rock and Soil Mechanics, 2019, 40(6): 2284-2292. |
[11] | LI Shu-zhao, WANG Zhong-chang, JIA Xu, HE Lin-lin, . Simplified calculation method for cyclic bearing capacity of suction anchors with taut mooring in soft clay [J]. Rock and Soil Mechanics, 2019, 40(5): 1704-1712. |
[12] | RUI Rui, YE Yu-qiu, CHEN Cheng, TU Shu-jie. Nonlinear distribution of active earth pressure on retaining wall considering wall-soil friction [J]. Rock and Soil Mechanics, 2019, 40(5): 1797-1804. |
[13] | 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. |
[14] | CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, . A method to calculate rational spacing between pipes in pipe roofs considering soil arching effects [J]. Rock and Soil Mechanics, 2019, 40(5): 1993-2000. |
[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. |