超长钻孔桩自平衡法荷载试验研究

Experimental study on bearing behavior of super-long drilled pile with the self-balanced load test method

利用自平衡法进行了超长桩基的静载试验。根据试验数据向传统静载试桩结果进行转化和对比,并对桩的承载性能与荷载传递特点进行了分析。试验结果表明该法在超长桩静载试验中具有一定的应用前景。

Self-balanced load test is performed on super-long drilled pile. The test results are converted to load-settlement curves of conventional testing method and the bearing behavior and load transfer characteristics are analyzed. The test results indicate an extensive application prospect for super-long pile load test.