The static load test of single pile vertical bearing capacity of NO.2011G01 block
Song Yongzhong;Weihai Construction Group Limited Company by Share;
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.
【CateGory Index】： TU473.11