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现浇混凝土薄壁管桩复合地基技术研究
引用本文:冯玉勇,刘汉龙.现浇混凝土薄壁管桩复合地基技术研究[J].铁道建筑技术,2006(1):40-44.
作者姓名:冯玉勇  刘汉龙
作者单位:1. 铁道第五勘察设计院,北京,102600;河海大学土木工程学院,南京,210098
2. 河海大学土木工程学院,南京,210098
摘    要:在分析常用的软土地基加固技术适用性和局限性的基础上,详细介绍现浇混凝土薄壁管桩复合地基处理方法的加固机理、设计、施工、检测方法等,提出路基“拱效应”、土工格栅“拉膜效应”新观点,结合实例讲述现浇薄壁管桩处理地基的优越性、经济性。

关 键 词:软土地基  现浇混凝土薄壁管桩  地基加固技术
文章编号:1009-4539(2006)01-0040-05
修稿时间:2005年8月18日

Study on Cast-in-situ Concrete Thin-wall Tabular-pile Composite Foundations
Feng Yuyong,Liu Hanlong.Study on Cast-in-situ Concrete Thin-wall Tabular-pile Composite Foundations[J].Railway Construction Technology,2006(1):40-44.
Authors:Feng Yuyong  Liu Hanlong
Abstract:On the basis of analysis of the adaptability and limitation of the softsoil foundation consolidating technology frequently used,treatment of the cast-in-situ concrete thin-wall tubular-pile composite foundations is elaborated as to its consolidating mechanism,design,construction and inspection and measurement.The new viewpoints of the arch effect of foundations and earth-work lattice stiffening effect are put forward.Practical application is included to illustrate the superiority and economy feature of foundation treatment by means of cast-in-situ concrete thin-wall tubular piles.
Keywords:softsoil foundation  cast-in-situ concrete thin-wall tubular pile  foundation consolidating technology
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