ZHAO Ming-hua,WU Long-gang,LIU Jian-hua.Finite Difference Solution for Load-bearing and Anti-slide Pile with Consideration of P-Δ Effect[J].Engineering Mechanics,2008,25(3):102-106.
ZHAO Ming-hua,LI Wei-zhe,CAO Wen-gui.Study on Applying Finite Pole Element Method to Analysis of Piles Under Complex Loads with Different Boundary Restraints[J].Chinese Journal of Geotechnical Engineering,2006,28(9):1059-1063.
ZHENG Gang,LI Xin,LIU Chang,et al.Analysis of Double-row Piles in Consideration of the Pile-soil Interaction[J].Journal of Building Structures,2004,25(1):99-106.
[6]
铁道部第二勘察设计院.抗滑桩设计与计算[M].北京:中国铁道出版社,1983.
[7]
China Railway Second Survey and Design Institute.Design and Calculation of Antislide Piles[M].Beijing:China Railway Publishing House,1983.
LIU Jian-hua,ZHAO Ming-hua,YANG Ming-hui.Model Tests on Bridge Pile Foundation in High and Steep Rock Slopes[J].Chinese Journal of Geotechnical Engineering,2009,31(3):372-377.
[11]
POULOS H G,DAVIS E H.Pile Foundation Analysis and Design [M].New York:John Wiley ＆ Sons,1980.
[12]
赵明华.桥梁桩基计算与检测[M].北京:人民交通出版社,2000.
[13]
ZHAO Ming-hua.Calculating and Detecting for Bridge Piles[M].Beijing:China Communications Press,2000.
WAN Zhi,WANG Yi-sun,LI Gang.Analysis and Calculation of Retaining Structure with Double-row Piles[J].Journal of Hunan University:Natural Sciences Edition,2001,28(3):116-120,131.
LI Xu-guang,YE Shang-qi,WU Gui-quan.Causes Analysis of Bridge Diseases and Countermeasures in landslide Area [J].Southwest Highway,2006(3):38-45.
[18]
赵 文,谢 强,李 娅.高陡边坡桥基安全距离研究[J].铁道工程学报,2006(6):47-50.
[19]
ZHAO Wen,XIE Qiang,LI Ya.Research on the Safe Bridge Foundation Position on High Steep Slope[J].Journal of Railway Engineering Society,2006(6):47-50.
[20]
冯忠居.特殊地区基础工程[M].北京:人民交通出版社,2008.
[21]
FENG Zhong-ju.Foundation Engineering in Special Areas[M].Beijing:China Communications Press,2008.
[22]
ZHAO Ming-hua,LIU Jian-hua,LIU Dai-quan,et al.Force Analysis of Pile Foundation in Rock Slope Based on Upper-bound Theorem of Limit[J].Journal of Central South University of Technology,2008,15(3):404-410.
[23]
SASTRY V V R N,MEYERHOF G G.Behaviour of Flexible Piles Under Inclined Loads[J].Canadian Geotechnical Journal,1990,27(1):19-28.
[24]
SASTRY V V R N,MEYERHOF G G.Flexible Piles in Layered Soil Under Eccentric and Inclined Loads[J].Soils and Foundations,1999,39(1):11-20.
WU Long-gang,CAO Xu-hua,ZHAO Ming-hua.Influencing Factors Analysis of Mechanical Behavior of Load-bearing and Anti-slide Piles[J].Highway Engineering,2009,34(2):16-21,117.
