›› 2006, Vol. 27 ›› Issue (8): 1357-1360.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHENG Gang, LIU Shuang-ju, WU Zhi-chao
CLC Number:
[1] | 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. |
[2] | 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. |
[3] | ZHENG Jun-jie, LÜ Si-qi, CAO Wen-zhao, JING Dan, . Numerical simulation of composite rigid-flexible pile-supported retaining wall under the action of high-filled expansive soil [J]. Rock and Soil Mechanics, 2019, 40(1): 395-402. |
[4] | CHENG Xing-lei, WANG Jian-hua, WANG Zhe-xue,. Model experiment on cyclic instability process of suction anchors in soft clays [J]. , 2018, 39(9): 3285-3293. |
[5] | HUANG Jun-jie, WANG Wei, SU Qian, LI Ting, WANG Xun,. Deformation and failure modes of embankments on soft ground reinforced by plain concrete piles [J]. , 2018, 39(5): 1653-1661. |
[6] | LI Lian-xiang, FU Qing-hong, HUANG Jia-jia, . Centrifuge model tests on cantilever foundation pit engineering in sand ground and silty clay ground [J]. , 2018, 39(2): 529-536. |
[7] | JIANG Wen-yu, LIU Yi, . Determination of neutral plane depth and pile-soil stress ratio of the rigid pile composite foundation [J]. Rock and Soil Mechanics, 2018, 39(12): 4554-4560. |
[8] | LI Jun-chao, ZHU Bin, YANG Chun-bao, WANG Lu-jun, CHEN Yun-min,. Centrifugal model tests on stress deformation of plain-type landfills under vertical expansion [J]. , 2018, 39(11): 4071-4078. |
[9] | ZHANG Zhi-chao, CHEN Yu-min, LIU Han-long, LIU Kan, YE Long-zhen,. Multivariate analysis of stress and deformation behavior of micropile-MSE wall [J]. , 2017, 38(7): 1911-1918. |
[10] | WANG Wei-zao , XU Qiang , ZHENG Guang , LI Jia-yu , LUO Bo-yu,. Centrifugal model tests on sliding failure of gentle debris slope under rainfall [J]. , 2016, 37(1): 87-95. |
[11] | ZHANG Xu-qun , YANG Guang-hua , CHEN Rui , WEN Yong , ZHANG Yu-cheng,. Field test study of pile-soil stress ratio and cushion effect of CM-piles composite foundation [J]. , 2015, 36(S1): 357-361. |
[12] | WANG Yong. An experimental study of deformation characteristics of gravel cushion for deeply immersed tube tunnel [J]. , 2015, 36(12): 3387-3392. |
[13] | CAO Guo-fu,XU Bing,WANG Mao-sheng,YAO Shun-yu,LIU Li,LIU Yi-feng. Experimental study of deformations of reinforced cushion by high-strength woven geotextile in closing levee [J]. , 2014, 35(S1): 238-244. |
[14] | YUAN Jun-Ping , LI Kang-Bo , HE Jian-Xin , LIU Liang , ZHAN Bin , . Discussion on frost heave deformation of cushion material based on pore distribution model [J]. , 2014, 35(8): 2179-2183. |
[15] | TONG Jian-xing,YAN Ming-li,WANG Ming-shan,SUN Xun-hai,YANG Xin-hui. Experimental study of lateral earth pressure of rigid pile composite foundation [J]. , 2014, 35(6): 1572-1578. |