›› 2011, Vol. 32 ›› Issue (7): 2146-2152.
• Geotechnical Engineering • Previous Articles Next Articles
ZHAO Xiao-yan,XIONG Zi-ying
CLC Number:
[1] | JIAN Wen-xing , DENG Xian-hua,. Application of optimized deformation consistence condition to anchor cable tensile force calculation of pile-anchor cable structure [J]. , 2014, 35(8): 2171-2178. |
[2] | ZHAO Xiao-yan, JIANG Chu-sheng, XIONG Zi-ying. Study of transferring mode of prestressed force in singly anchored soil-like slopes [J]. , 2010, 31(2): 559-564. |
[3] | YAN E-chuan, LIU Huan-bin, LI Xiang-yi, WU Yi-ping. Improvement of compatible distortion method for structure of pile-anchor [J]. , 2009, 30(5): 1446-1450. |
[4] | LIU Huan-bin, YAN E-chuan, WU Yi-ping, ZHANG Yong-yi. A compatible distortion method of cable in structure of pile-anchor [J]. , 2007, 28(S1): 891-894. |
[5] | ZHANG Hong-bo, HUANG Mao-song, SONG Xiu-guang, LI Ying-yong. Analysis of influencing factors of prestressed cables in reinforcing landslide-mass [J]. , 2004, 25(2): 324-326. |
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