通过对一组静载试验桩高低应变动测结果的分析 ,对高应变法、低应变法检测单桩承载力的可靠性作出了初步评价 ,并对动静对比成立的条件及影响其测试准确性的一些技术因素进行了探讨。 Through the analysis of the test results of a set of static load test piles, a preliminary evaluation of the reliability of the single-pile bearing capacity by the high-strain method and the low-strain method was made, and the conditions for establishing the dynamic and static comparison and the test accuracy were affected. Some of the technical factors were discussed.