某工程基桩静载动测检测对比分析

Compared analysis of static load dynamic test detection of an engineering foundation piles

根据建筑桩基检测静载法、高应变法的基本模型和原理,对工程桩的承载力验收检测中,运用检测方法对同一根桩的检测结果进行了分析,结果表明:该桩在高应变动测时分析得出的结果大于设计极限承载力,符合工程实际情况。

According to the basic model and principle of static load method and dynamic high strain test method, the same pile detection result was analyzed with the detection methods in engineering pile bearing capacity checking detection. The result indicated that the pile result of dynamic high strain test was larger than the designed bearing capacity and met engineering practical situation.