›› 2010, Vol. 31 ›› Issue (1): 151-157.
• Geotechnical Engineering • Previous Articles Next Articles
DONG Jin-yu1, 2,YANG Ji-hong1,WU Fa-quan1,WANG Dong1,YANG Guo-xiang1
CLC Number:
[1] | SUN Rui, YANG Feng, YANG Jun-sheng, ZHAO Yi-ding, ZHENG Xiang-cou, LUO Jing-jing, YAO Jie, . Investigation of upper bound adaptive finite element method based on second-order cone programming and higher-order element [J]. Rock and Soil Mechanics, 2020, 41(2): 687-694. |
[2] | YU Li, LÜ Cheng, DUAN Ru-yu, WANG Ming-nian, . Upper bound limit analysis of three-dimensional collapse mechanism of shallow buried soil tunnel under pore pressure based on nonlinear Mohr-Coulomb criterion [J]. Rock and Soil Mechanics, 2020, 41(1): 194-204. |
[3] | CHEN Wu, ZHANG Guo-hua, WANG Hao, ZHONG Guo-qiang, WANG Cheng-tang, . Evaluation of possibility of tunnel collapse by drilling and blasting method based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(S1): 319-328. |
[4] | CHEN Wu, ZHANG Guo-hua, WANG Hao, CHEN Li-biao, . Risk assessment of mountain tunnel collapse based on rough set and conditional information entropy [J]. Rock and Soil Mechanics, 2019, 40(9): 3549-3558. |
[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] | WANG Tie-hang, JIN Xin, LUO Yang, ZHANG Song-lin. A method for evaluation of loess collapse potential of unloading [J]. Rock and Soil Mechanics, 2019, 40(4): 1281-1290. |
[7] | ZHONG Guo-qiang, WANG Hao, KONG Li, WANG Cheng-tang, . Evaluation of the possibility of foundation pit collapse with " diaphragm wall+ support" based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(4): 1569-1576. |
[8] | DENG Yang-yang, CHEN Cong-xin, XIA Kai-zong, ZHENG Xian-wei, . Cause analysis of surface collapse in western area of Chengchao iron mine [J]. Rock and Soil Mechanics, 2019, 40(2): 743-758. |
[9] | WANG Wen-pei, LI Bin, FENG Zhen, ZHANG Bo-wen, GAO Yang, . Failure mechanism of a high-steep rock slope considering site effect [J]. Rock and Soil Mechanics, 2019, 40(1): 297-304. |
[10] | YANG Qi, ZHANG You-yi, LIU Hua-qiang, QIN Hua,. Model test on load-failure of a foamed lightweight soil subgrade [J]. , 2018, 39(9): 3121-3129. |
[11] | MA Kai, YIN Li-ming, CHEN Jun-tao, CHEN Ming, WANG Zi-qi, CUI Bo-qiang,. Theoretical analysis on failure of water-resisting key strata in the floor by local high confined water in deep mining [J]. , 2018, 39(9): 3213-3222. |
[12] | GUO Zhao-sheng, HE Wu-bin, BAI Xiao-hong. Pseudo-static model experiment of pile-cap-soil system [J]. , 2018, 39(9): 3321-3330. |
[13] | CHEN Fu-quan, LAI Feng-wen, LI Da-yong. State of the art in research of geosynthetic-reinforced embankment overlying voids [J]. , 2018, 39(9): 3362-3376. |
[14] | CHENG Hong-zhan, CHEN Jian, HU Zhi-feng, HUANG Jue-hao, . Face stability analysis for a shield tunnel considering spatial variability of shear strength in sand [J]. , 2018, 39(8): 3047-3054. |
[15] | HU Jie, LI Shu-cai, SHI Shao-shuai, LI Li-ping, LIU Jin-pei, LIU Hong-liang, HE Peng. Model test study of rockfall impacts on tunnel heading slope and discussion of related mechanisms [J]. , 2018, 39(7): 2527-2536. |
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