节点文献
混合型复合地基与摩擦桩在基础工程应用中比较分析
Analysis of Hybrid-Composite Foundation and Frictional Piles in an Engineering Practice
【摘要】 介绍混合型复合地基和摩擦桩的承载力特点,并通过工程案例的分析,在两种基础的承载力、造价、材料等方面进行比较,表明混合型复合地基相对摩擦桩来说更适合此工程。针对目前混合型复合地基的理论研究和试验研究的进展,提出今后需要解决的问题。
【Abstract】 The characteristics of the bearing capacity of hybrid-composite foundation and frictional piles were analyzed.The bearing capacity,cost,and material of these two methods were compared by taking an actual project as example.Results showed that the hybrid-composite foundation was better than frictional piles.Some problems needed to be solved in future were put forward based on the current research status of hybrid-composite foundation.
【关键词】 承载力;
复合地基;
长-短桩复合地基;
褥垫层;
【Key words】 bearing capacity; composite foundation; composite piled raft foundation; bedding cushion;
【Key words】 bearing capacity; composite foundation; composite piled raft foundation; bedding cushion;
【基金】 黑龙江省教育厅科学技术研究项目(11513021)。
- 【文献出处】 森林工程 ,Forest Engineering , 编辑部邮箱 ,2007年02期
- 【分类号】TU473.1
- 【被引频次】1
- 【下载频次】47