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The pile foundation of high-rise buildings treatment depth optimization in covered karst areas

机译:喀斯特地区高层建筑的桩基处理深度优化

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The Karst under the Quaternary system overburden is called covered karst, which is hidden. The foundation of the high-rise buildings on the covered karst using socketed pile has to be handled in order to satisfy bearing capacity and deformation. So, the treatment depth becomes one of the critical questions. Choosing the optimal treatment depth can both satisfy the need of engineering construction and shorten the construction period as well as save the cost. Taking the covered karst area in TangShan for example in the text, basing on the characteristic of the covered karst, we calculate and analyze the foundation deformation of the different treatment depth on the load of the high-rise buildings. After this, we check the roof stability in the covered karst area. Finally, we can say that the optimal treatment depth is 7m in the covered karst area. In this way, we can provide the reliable basis for similar construction engineerings in the covered karst areas.
机译:第四纪覆岩下的岩溶称为隐伏岩溶,是隐伏的。为了满足承载力和变形,必须处理使用承插式桩在有盖岩溶上的高层建筑基础。因此,治疗深度成为关键问题之一。选择最佳的处理深度既可以满足工程施工的需要,又可以缩短工期,节省成本。本文以唐山的岩溶区为例,根据岩溶区的特征,计算和分析了不同处理深度对高层建筑荷载的基础变形。此后,我们检查覆盖的喀斯特地区的屋顶稳定性。最后,我们可以说在被覆盖的喀斯特地区最佳处理深度为7m。这样,我们可以为覆盖的喀斯特地区的类似建筑工程提供可靠的基础。

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