节点文献
南京地区嵌岩桩的支承型式与单桩竖向承载力的确定
Determine of supporting manner and single pile vertical carrying capacity of inlaying rock pile in Nanjing area
【摘要】 本文以江苏国际经贸大厦2号试桩试验成果为例,采用双曲线拟合法判定了该桩的支承型式,并对确定单桩竖向承载力的几种不同方法进行了分析和比较。结果表明,双曲线拟合法能较准确判定桩的支承型式,可供类似工程参考。
【Abstract】 This paper gas an example of experimental result of the No.2 pile of Jiangshu International Economic and Commercial Mansion, adopted hyperbolic imitating method determining the supporting manner of the pile, and analyzed and compared several different methods of determining single pile vertical carrying capacity. Based on the result, hyperbolu fitting method can accurate determine the supporting manner, can be referenced by other similar projects.
【关键词】 嵌岩桩;
支承型式;
竖向承载力;
【Key words】 inlaying rock pile; supporting manner; vertical carrying capacity;
【Key words】 inlaying rock pile; supporting manner; vertical carrying capacity;
- 【文献出处】 工程兵工程学院学报 ,Journal of Nanjing Engineering Institute , 编辑部邮箱 ,1999年02期
- 【分类号】TU473.11
- 【下载频次】21