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现浇混凝土薄壁管桩复合地基沉降简化计算研究
引用本文:温世清,刘汉龙,高玉峰,费康.现浇混凝土薄壁管桩复合地基沉降简化计算研究[J].岩土力学,2004,25(10):1651-1653.
作者姓名:温世清  刘汉龙  高玉峰  费康
作者单位:河海大学 岩土工程研究所,江苏 南京 210098
摘    要:PCC桩是一种主要应用于软土地基处理的刚性桩。以PCC桩复合地基为研究对象,基于PCC桩-土-垫层所组成的一个工作体系,考虑桩-土-垫层体系的工作特性及相互影响,对PCC桩进行分析提出了一种PCC桩复合地基模量计算方法,进而推导出PCC桩复合地基的桩土应力比、沉降简化计算公式。同时,运用工程实例进行验证。计算结果说明提出的解答是合理的,能够满足实际要求。

关 键 词:PCC桩复合地基  复合模量  桩土应力比  沉降  
文章编号:1000-7598-(2004)10-1651-04
收稿时间:2003-04-28

Research on simplified calculation of settlement of cast-in-situconcrete thin-wall pipe pile composite foundation
WEN Shi-qing,LIU Han-long,GAO Yu-feng,FEI Kang.Research on simplified calculation of settlement of cast-in-situconcrete thin-wall pipe pile composite foundation[J].Rock and Soil Mechanics,2004,25(10):1651-1653.
Authors:WEN Shi-qing  LIU Han-long  GAO Yu-feng  FEI Kang
Institution:Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China
Abstract:The cast-in-situ concrete thin-wall pipe pile (PCC pile) is a kind of rigid pile applied mainly to soft foundation treatment. Based on the working performance and mutual influence of the system of PCC pile-soil-cushion, PCC pile composite foundation is discussed in elastic method. A new calculation method of composite modulus of the PCC pile composite foundation is developed. Furthermore, pile-soil stress ratio and settlement can be derived from the proposed method. And it is proved that the method is practicable and applicable in the field by a practical engineering.
Keywords:PCC pile composite foundation  composite modulus  pile-soil stress ratio  settlement
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