基金项目:国家自然科学基金项目(50308026)
作者简介:曹卫平(1969-),男,陕西杨凌人,工学博士研究生,E-mail:caowp@zju.edu.cn.
作者单位:曹卫平(浙江大学,岩土工程研究所,浙江,杭州,310027)
陈仁朋(浙江大学,岩土工程研究所,浙江,杭州,310027)
陈云敏(浙江大学,岩土工程研究所,浙江,杭州,310027)
参考文献:
[1]LOW B K,TANG S K,CHOA V.Arching in Piled Embankments[J].Journal of Geotechnical Engineering,1993,120(11):1 917-1 938.
[2]HEWLETT W J,RANDOLPH M F.Analysis of Piled Embankments[J].Ground Engineering,1988,21 (3):12-18.
[3]JONES C J F P,LAWSON C R,AYRES D J.Geotextile Reinforced Piled Embankments[C]//DEN H.Proc.4th Int.Conf.on Geotextiles:Geomembranes and Related Products.Balkema:Rotterdam,1990:155-160.
[4]饶为国,赵成刚.桩-网复合地基应力比分析与计算[J].土木工程学报,2002,35(2):74-80.RAO Wei-guo,ZHAO Cheng-gang.The Behavior of Pile-Net Composite Foundation[J].China Civil Engineering Journal,2002,35 (2):74-80.
[5]饶为国,江辉煌,侯庆华.桩-网复合地基工后沉降的薄板理论解[J].水利学报,2002,51(4):23-27.RAO Wei-guo,JIANG Hui-huang,HOU Qing-hua.Deformation of Sheet Plate Due to Residual Settlement of Pile-Net Composite Foundation[J].Journal of Hydraulic Engineering,2002,51 (4):23-27.
[6]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.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.
[7]SHEN W Y,CHOW Y K,YONG K Y.A Variational Approach for Vertical Deformation Analysis of Pile Group[J].Int J Numer Anal Meth Geomech,1997,21(1):741-752.
[8]周宏磊,张在明.基床系数的试验方法与取值[J].工程勘察,2004,32(2):11-15.ZHOU Hong-lei,ZHANG Zai-ming.The Determination of Reaction Coefficient of Subsoil[J].Geotechnical Investigation & Surveying,2004,32(2):11-15.
[9]PHAM H T V,SULEIMAN M T,WHITE D J.Numerical Analysis of Geosynthetic-Rammed Aggregate Pier-Supported Embankment[R].Iowa:Iowa State University,2003.
|