PINTO A,FALCAO J,PINTO F,et al.Ground Improvement Solutions Using Jet Grouting Columns[C]//Millpress Science.Proceeding 16th International Conference on Soil Mechanics and Geotechnical Engineering.Rotterdan:Balkema A A,2005:1249-1252.
[2]
RUSSELL D,PIERPOINT N.An Assessment of Design Methods for Piled Embankments[J].Ground Engineer,1997,30(10):39-44.
[3]
CAO Wei-ping,CHEN Ren-peng,CHEN Yun-min.Experimental Investigation on Soil Arching in Piled Reinforced Embankments[J].Chinese Journal of Geotechnical Engineering,2007,29(3):436-441.
CAO Wei-ping,LING Dao-sheng,CHEN Yun-min.Field Tests on Soil Arching of Highway Embankments Reinforced with Rigid Piles and Their Com-parison with Current Analytical Methods[J].Chinese Journal of Geotechnical Engineering,2007,29(10):1577-1581.
[6]
XU Zheng-zhong,CHEN Ren-peng,CHEN Yun-min.Study of In-situ Data of Pile-supported Embankment with Pile Partially Penetrated in Soft Soils[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(11):2336-2341.
HUANG Mao-song,LI Bo,CHENG Yue.Centrifuge Model Tests and Numerical Simulation of Load Sharing Low for Composite Embankment with Long and Short Piles[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2543-2550.
[9]
MAGNAN J P. Methods to Reduce the Settlement of Embankments on Soft Clay:a Review[C]//YEUNG A T,FELIO G Y.Vertical and Horizontal Deform-ations of Foundations and Embankments (GSP 40).New York:Geotechnical Special Publication,1994:77-91.
[10]
LIN K Q,WONG I H.Use of Deep Cement Mixing to Reduce Settlements at Bridge Approaches[J].Journal of Geotechnical and Geoenvironmental Engineering,1999,125(4):309-320.
[11]
REID W M,BUCHANAN N M.Bridge Approach Support Piling[C]//ROSCOE G H,JOSS D A,PLANT G W,et al.Proceedings of the International Conference on Advance in Piling and Ground Treatment for Foundations Organized by the Institution of Civil Engineers.London:Thomas Telford Ltd.,1984:267-274.
[12]
HAN J,OZTOPRAK S,PARSONS R L,et al.Numerical Analysis of Foundation Columns to Support Widening of Embankments[J].Computers and Geotechnics,2007,34(6):435-448.
[13]
JONES C J F P,LAWSON C R,AYRES D J.Geotextiles Reinforced Piled Embankments[C]//DEN H.Proceeding of the 4th International Conference on Geotextiles:Geomembranes and Related Products.Rotterdam:Balkema A A,1990:155-160.
HEWLETT W J,RANDOLPH M F.Analysis of Piled Embankments[J].Ground Engineering,1988,21(3):12-18.
[16]
LOW B K,TANG S K,CHOA V.Arching in Piled Embankments[J].Journal of Geotechnical Engineering,1994,120(11):1917-1937.
[17]
NAUGHTON P J,KEMPTON G T.Comparison of Analytical and Numerical Analysis Design Methods for Piled Methods for Piled Embankments[C]//BRIAN J,PHOON K K,SMITH E,et al.Proceeding of the Sessions of the Geo-frontiers 2005 Congress.Reston:ASCE,2005:487-496.
[18]
HAN J,GABR M A.Numerical Analysis of Geosynthetic-reinforced and Pile-supported Earth Platforms over Soft Soil[J].Journal of Geotechnical Geoenvironmental Engineering,2002,128(1):44-53.
[19]
ABUSHARAR S W,ZHENG J J,CHEN B G,et al.A Simplified Method for Analysis of a Piled Embankment Reinforced with Geosynthetics[J].Geotextiles and Geomembranes,2009,27(1):39-52.
[20]
陈云敏,贾 宁,陈仁朋.桩承式路堤土拱效应分析[J].中国公路学报,2004,17(4):1-6.
[21]
CHEN Yun-min,JIA Ning,CHEN Ren-peng.Soil Arch Analysis of Pile-supported Embankments[J].China Journal of Highway and Transport,2004,17(4):1-6.
