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超高层建筑的基础桩承载性能研究及环境效应分析
Research on bearing capacity of pile foundation and analysis of environmental effect for skyscraper
【摘要】 以我国某超高层建筑桩基础工程为例,通过桩基础现场试验,利用Q-S曲线及桩身轴力分布对超长大直径灌注桩的承载性能进行研究,得到超长大直径灌注桩沉降及轴力传递特性。同时,作者还对超高层建筑的环境效应进行分析,认为应从地面沉降和边坡变形两个方面进行考虑。
【Abstract】 Taking pile foundation of some skyscraper as an example,settlement and axial-stress character of super-long and large-diameter bored pile can be concluded by Q-S curve and axial-stress distribution obtaining from field test of pile foundation.At the same time,author consider that environmental effect of skyscraper can be analyzed from settlement of ground and deformation of side slope.
【关键词】 超高层建筑;
桩基础承载性能;
附加应力;
地面不均匀沉降;
边坡变形;
【Key words】 skyscraper; bearing capacity of pile foundation; additional-stress; differential-settlement of ground; deformation of side slope;
【Key words】 skyscraper; bearing capacity of pile foundation; additional-stress; differential-settlement of ground; deformation of side slope;
- 【文献出处】 探矿工程(岩土钻掘工程) ,Exploration Engineering(Rock & Soil Drilling and Tunneling) , 编辑部邮箱 ,2009年S1期
- 【分类号】TU473.1
- 【下载频次】67