RANDOLPH M F. The Response of Flexible Piles to Lateral Loading[J]. Geotechnique,1981,31 (2): 247-259.
[2]
CHEN C Y,MARTIN G R. Soil-structure Interaction for Landslide Stabilizing Piles[J]. Computers and Geotechnics,2002,29(5):363-386.
[3]
STEWART D P. Lateral Loading of Piled Bridge Abutments due to Embankment Construction [D]. Nedlands: University of Western Australia,1992.
[4]
POULOS H G,CHEN L T,HULL T S. Model Tests on Single Piles Subjected to Lateral Soil Movement[J]. Soil and Foundations,1995,35(4): 85-92.
[5]
SPRINGMAN S M. Lateral Loading on Piles due to Embankment Construction[D]. Cambridge: Cambridge University,1984.
[6]
ELLIS E A,SPRINGMAN S M. Full-height Piled Bridge Abutments Constructed on Soft Clay[J]. Geotechnique,2001,51(1):3-14.
[7]
魏汝龙,王年香,杨守华. 桩基码头与岸坡的相互作[J].岩土工程学报,1992,14(6):38-49.WEI Ru-long,WANG Nian-xiang,YANG Shou-hua. Interaction between Pile-supported Pier and Bank Slope[J]. Chinese Journal of Geotechnical Engineering,1992,14(6):38-49.
[8]
王年香. 码头桩基与岸坡相互作用的数值模拟和简化计算方法研究[D].南京:南京水利科学研究院,1998.WANG Nian-xiang. Study of Numerical Simulation and Simplified Calculation Method for Interaction between Bridge Pier and Bank Slope[D].Nanjing: Nanjing Hydraulic Research Institute,1998.
[9]
SPRINGMAN S M. Lateral Loading on Piles due to Simulated Embankment Construction [D]. Cambridge: Cambridge University,1989.
[10]
BRANBY M F,SPRINGMAN S M. 3-D finite Element Modeling of Pile Groups Adjacent to Surcharge Loads [J]. Computer and Geotechnics,1996,19(4):301-324.
[11]
PAN J L,GOH A T C,WONG K S,et al. Three-dimensional Analysis of Single Pile Response to Lateral Soil Movements[J].International Journal for Numerical & Analytical Methods in Geomechanics,2002,26(6):747-758.
[12]
陈福全,杨敏. 地面堆载作用下邻近桩基性状的数值分析[J].岩土工程学报,2005,27(11):1286-1290.CHEN Fu-quan,YANG Min. Numerical Analysis of Piles Influenced by Lateral Soil Movement due to Surcharge Loads[J]. Journal of Geotechnical Engineering,2005,27(11):1286-1290.
[13]
张建勋,陈福全,简洪钰.被动桩中土拱效应问题的数值分析[J].岩土力学,2004,25(2): 174-179.ZHANG Jian-xun,CHEN Fu-quan,JIAN Hong-yu. Numerical Analysis of Soil Arching Effects in Passive piles [J]. Rock and Soil Mechanics,2004,25(2): 174-179.
