中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2011, Vol. 30 ›› Issue (S1): 550-554.DOI: 10.3969/j.issn.1674-0696.2011.supp1.011

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Numerical Analysis on Pile-Soil Interaction of Precast Pipe Pile under Vertical Loading

REN Xiu·wed,TAN Liang,FENG Fan   

  1. Chongqing Institute of Geology& Resources,Chongqing 400042,China
  • Received:2011-06-09 Revised:2011-06-20 Online:2011-07-15 Published:2015-03-12

竖向荷载作用下预制管桩桩土共同作用的数值分析

任秀文,谭亮,冯樊   

  1. 重庆地质矿产研究院,重庆40004
  • 作者简介:任秀文(1984—),男,山西太原人,助理工程师,硕士,主要从事地质工程方面的研究。E—mail:renxiuwen1984@163.com

Abstract: Based on the application of precast pipe pile in Peitun area in Xuzhou,the numerical model of pile-soil is established with FLAC3 D.The mechanisMof interaction between pipe pile and soil under vertical loading is analyzed,including the load transforming rule,stress features and failure modes,according to the established numerical model of pile-soil.The results provide a theoretic foundation for the further analysis on the bearing mechanisMof pipe pile

Key words: precast pipe pile, FLAC3 D, numerical simulation, interaction between pile and soil

摘要: 以徐州市沛屯地区预制管桩的应用实例为基础,以FLAC3D软件为分析手段,建立了管桩桩土数值模型,通过 该数值模型对管桩在竖向荷载作用下桩土共同作用机理,包括荷载传递规律、受力特性和破坏模式进行了分析,为 进一步研究管桩承载机理提供了理论基础

关键词: 预制管桩, FLAC3D, 数值模拟, 桩土共同作用

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