本文基于“相同场地、相同施工质量情况下,对于同一范围土层的桩侧摩阻力,不同测试手段所得的结果应具有趋同性”这一论断,通过分析自平衡测试所得桩侧摩阻力与勘察所得结果间的趋同性状,对自平衡试桩技术的测试可靠性进行了研究。 Based on the same site and the same construction quality, the results of different test methods should have the same degree of convergence for the pile-side frictional resistance in the same range of soil layers. By analyzing the pile-side frictional resistance obtained from the self-balance test And the reconciliation of the results obtained from the survey, the test reliability of the self-balance test pile technology has been studied.