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深基坑开挖中双排桩支护受力性能影响因素分析
Behavior Analysis of the Factors of Deep Foundation Pit Excavation with Double-row Piles
【摘要】 双排桩支护挡土结构在工程中已经得到了广泛的应用,虽然目前有很多学者对双排桩的受力性能进行了研究,并取得很多成果,但对双排桩支护结构变形控制的影响因素研究较少,本文对此进行探讨,提出了一些控制支护结构变形,保持基坑稳定的方法措施.
【Abstract】 Two-row pile retaining structure in the project has been widely used,although many scholars of the two-row pile of force to study the performance and achieved many results,but the support of two-row pile force performance factors The analysis also far from perfect in this article to explore this,a number of supporting structure to control deformation and maintain the stability of the foundation of options.
【关键词】 支护结构;
深基坑;
双排桩;
影响因素;
【Key words】 retaining structure; deep foundation pit; double-row piles; influential factor;
【Key words】 retaining structure; deep foundation pit; double-row piles; influential factor;
【基金】 湖北省教育厅重点项目(D20081408)
- 【文献出处】 湖北工业大学学报 ,Journal of Hubei University of Technology , 编辑部邮箱 ,2009年01期
- 【分类号】TU753
- 【被引频次】8
- 【下载频次】236