›› 2010, Vol. 31 ›› Issue (2): 497-502.
• Geotechnical Engineering • Previous Articles Next Articles
SU Yong-hua1, XIE Zhi-yong1, XU Neng-xiong2, OUYANG Guan-qian1
CLC Number:
[1] | ZHU Yan-peng, TAO Jun, YANG Xiao-hui, PENG Jun-guo, WU Qiang, . Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates [J]. Rock and Soil Mechanics, 2020, 41(2): 612-623. |
[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] | SU Yong-hua, LI Cheng-cheng. Stability analysis of slope based on Green-Ampt model under heavy rainfall [J]. Rock and Soil Mechanics, 2020, 41(2): 389-398. |
[4] | FAN Ke-wei, LIU Si-hong, LIAO Jie, FANG Bin-xin, WANG Jian-lei, . Experimental study on shearing characteristics of pebbles-filled soilbags [J]. Rock and Soil Mechanics, 2020, 41(2): 477-484. |
[5] | RUI Sheng-jie, GUO Zhen, WANG Li-zhong, ZHOU Wen-jie, LI Yu-jie, . Experimental study of cyclic shear stiffness and damping ratio of carbonate sand-steel interface [J]. Rock and Soil Mechanics, 2020, 41(1): 78-86. |
[6] | HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90. |
[7] | YAN Guo-qiang, YIN Yue-ping, HUANG Bo-lin, ZHANG Zhi-hua, DAI Zhen-wei, . Formation mechanism and deformation characteristics of Jinjiling landslide in Wushan, Three Gorges Reservoir region [J]. Rock and Soil Mechanics, 2019, 40(S1): 329-340. |
[8] | LIU Shun-qing, HUANG Xian-wen, ZHOU Ai-zhao, CAI GUO-jun, JIANG Peng-ming, . A stability analysis method of soil-rock slope based on random block stone model [J]. Rock and Soil Mechanics, 2019, 40(S1): 350-358. |
[9] | LIU Zu-qiang, LUO Hong-ming, ZHENG Min, SHI Yun-jiang, . Study on expansion-shrinkage characteristics and deformation model for expansive soils in canal slope of South-to-North Water Diversion Project [J]. Rock and Soil Mechanics, 2019, 40(S1): 409-414. |
[10] | LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439. |
[11] | WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, ZHANG Guang-ze, WANG Dong, . Study on the vector sum method of slope considering tensile-shear progressive failure [J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476. |
[12] | JIANG An-nan, ZHANG Quan, WU Hong-tao, DUAN Long-mei, JIAO Ming-wei, BAI Tao, . Stability analysis of slope affected by blasting based on improved local safety method [J]. Rock and Soil Mechanics, 2019, 40(S1): 511-518. |
[13] | WU Jin-liang, HE Ji, . Composite element model for dynamic excavation simulation of rock slope [J]. Rock and Soil Mechanics, 2019, 40(S1): 535-540. |
[14] | XU Jing-jing, TANG Xu-hai, LIU Quan-sheng , FENG Yu-fei. Investigation on trajectory of rolling rock affected by rock fragmentation based on energy tracking method [J]. Rock and Soil Mechanics, 2019, 40(S1): 541-548. |
[15] | CHOU Ya-ling, HUANG Shou-yang, SUN Li-yuan, WANG Li-jie, YUE Guo-dong, CAO Wei, SHENG Yu, . Mechanical model of chlorine salinized soil-steel block interface based on freezing and thawing [J]. Rock and Soil Mechanics, 2019, 40(S1): 41-52. |