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现浇混凝土薄壁管桩单桩性状简化分析
引用本文:费康,刘汉龙,周云东,高玉峰.现浇混凝土薄壁管桩单桩性状简化分析[J].河海大学学报(自然科学版),2004,32(1):59-62.
作者姓名:费康  刘汉龙  周云东  高玉峰
作者单位:河海大学岩土工程研究所,江苏,南京,210098
摘    要:考虑了土塞与桩的相互作用,提出一种针对振动沉模现浇混凝土薄壁管桩(简称PCC桩)荷载~沉降关系分析的简化方法.与现场试验和有限元模拟结果的对比表明,该简化方法具有较高的准确性,可以更方便地应用于工程实际.

关 键 词:薄壁管桩  现浇混凝土  土塞  振动沉模  荷载
文章编号:1000-1980(2004)01-0059-04
修稿时间:2004/11/11 0:00:00

Simplified analysis of performance of in-situ concrete thin-wall pipe piles
FEI Kang,LIU Han-long,ZHOU Yun-dong,GAO Yu-feng.Simplified analysis of performance of in-situ concrete thin-wall pipe piles[J].Journal of Hohai University (Natural Sciences ),2004,32(1):59-62.
Authors:FEI Kang  LIU Han-long  ZHOU Yun-dong  GAO Yu-feng
Abstract:In consideration of the interaction between the soil plug and pile, a simplified method is proposed for analysis of the load-settlement relationship of the in-situ concrete thin-wall pipe piles (PCC pile). The comparison of the analytic result by the simplified method with that obtained from field tests and the finite element simulation shows that the simplified method is highly accurate, and very convenient for practical use.
Keywords:thin-wall pipe pile  in-situ concrete  soil plug  simplified method
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