(1)低应变检测与静载荷试验结合能更客观地反映整个桩基工程的承载力情况。根据我们的统计静载荷试验结果,发现同一工程单桩的承载力离散性很大,而且静载试验的样本数量一般较少。如果按常规随机抽检,并据此统计一个工程的承载力特征值不仅十分困难,而且不够客观。我们认为,较 (1) The combination of low strain test and static load test can more objectively reflect the bearing capacity of the entire pile foundation. According to our statistic static load test results, it is found that the bearing capacity of single pile in the same project is very discrete and there are generally fewer samples in static load test. It is not only very difficult but also not objective enough to statistically sample the eigenvalues ​​of a project according to the random sampling. We think, more