NO.2011G01地块单桩竖向抗压承载力静载试验

The static load test of single pile vertical bearing capacity of NO.2011G01 block

结合南京市NO.2011G01地块的工程地质条件,采用了旋挖法钻孔灌注桩形式,并通过单桩竖向抗压承载力静载试验方法,对旋挖法钻孔灌注桩进行了检测,结果显示,抽检桩基的竖向承载力均满足设计要求,可保证施工质量。

Combining with the engineering geological conditions of Nanjing NO. 2011G01 block,used the rotary drilling method bored pile form,and through the single pile vertical compressive bearing capacity static load test method,tested the rotary drilling method bored piles,the results showed that the vertical bearing capacity of inspection pile foundation all met the design requirements,could ensure the construction quality.