›› 2010, Vol. 31 ›› Issue (6): 1923-1928.
• Geotechnical Engineering • Previous Articles Next Articles
YANG Ze,HOU Ke-peng,LI Ke-gang,ZHANG Cheng-liang,CHENG Yong
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] | 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. |
[3] | WANG Zhen, CAO Lan-zhu, WANG Dong, . Evaluation on upper limit of heterogeneous slope stability [J]. Rock and Soil Mechanics, 2019, 40(2): 737-742. |
[4] | KONG Ling-gang, XIAO Fang-chu, FAN Ji-ying, CHEN Yun-min, . p-multiplier for pile groups subjected to eccentric lateral loading [J]. Rock and Soil Mechanics, 2019, 40(12): 4659-4667. |
[5] | ZHANG Ye-qin, CHEN Bao-guo, MENG Qing-da, XU Xin, . Stress mechanism and foundation contact pressure of high fill culvert under load reduction condition [J]. Rock and Soil Mechanics, 2019, 40(12): 4813-4818. |
[6] | REN Jin-lan, CHEN Xi, WANG Dong-yong, LÜ Yan-nan. Instantaneous linearization strength reduction technique for generalized Hoek-Brown criterion [J]. Rock and Soil Mechanics, 2019, 40(12): 4865-4872. |
[7] | JIANG Cheng-xuan, CHEN Bao-guo, MAO Xin-ying, SHE Ming-kang. Stress characteristics of high fill load-shedding culvert on flexible foundation [J]. Rock and Soil Mechanics, 2019, 40(1): 275-280. |
[8] | XIAO Guo-feng, CHEN Cong-xing. Simulation of progressive failure process and stability analysis method for rock block [J]. , 2018, 39(8): 3001-3010. |
[9] | KANG Kwang-song, HU Nai-lian, HONG Gun-yi, LI Guo-qing, PANG Gyong-jin,. Determination of rock mass mechanical parameters based on quantification and correction method of GSI value [J]. , 2018, 39(6): 2211-2218. |
[10] | QI Xian-yin, LI Jia-zhuo, WANG Wei,. An anisotropic permeability model of coal containing methane based on different directional modulus reduction ratios [J]. , 2018, 39(2): 635-643. |
[11] | ZHU Yan-peng, YANG Xiao-yu, MA Xiao-rui, YANG Xiao-hui, YE Shuai-hua, . Several questions of double reduction method for slope stability analysis [J]. , 2018, 39(1): 331-338. |
[12] | TU Yi-liang, LIU Xin-rong, ZHONG Zu-liang, DU Li-bing, WANG Peng, . The unity of three types of slope failure criteria [J]. , 2018, 39(1): 173-180. |
[13] | ZHENG Gang, NIE Dong-qing, DIAO Yu, CHENG Xue-song ,. Failure mechanism of multi-bench retained foundation pit [J]. , 2017, 38(S1): 313-322. |
[14] | LIU Lu-lu, SONG Liang, JIAO Yu-yong, WANG Hao, ZHANG Xiu-li, XIE Bi-ting, . Study of stability of Huangtupo riverside slumping mass #1 under reservoir water level fluctuations [J]. , 2017, 38(S1): 359-366. |
[15] | CHENG Heng, FU Zhi-hao, ZHANG Guo-xin, YANG Bo, JIANG Chen-fang,. Reinforcement effect analysis and global safety evaluation of Wugachong arch dam and its abutment [J]. , 2017, 38(S1): 374-380. |