Study on Settlement Calculation of Deformable Piles Composite Ground Under Flexible Foundation
详细信息
- 责任者：Cao Wengui (Geotechnical Engineering Institute ; Hunan University ; Changsha 410082 ; China) ; Luo Zhongtao
- 刊名：Hydrogeology and Engineering Geology
- 出版年：2010
- 卷期：37(6)
- 关键词：复合地基 ; composite foundations ; 地基沉降 ; foundation settlement ; 柔性桩 ; flexible piles
- 页码：p.27-32
- 图表：3 illus., 2 tables, 16 refs.
- 分类号：1702
- issnNo：ISSN1000-3665
- isbnNo：CN11-2202/P
摘要
Research shows that flexible pile composite foundation has effective length. Then, settlement calculation method for flexible pile composite foundation under flexible foundation is developed by studying the determination of related parameters value. Finally, the method was used to analysis the practical engineering and compared with the traditional method, and the result showed that this method proposed here was feasible and reasonable.
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