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本文根据山西省的一些桩基动测实测资料，结合目前动测单桩承载力和质量评估的现状．对小应变测桩进行了探讨，认为在满足一定条件下用小应变测定单极承载力和桩身质量是可行的而且有其它方法不可超越的优点。
In this paper, based on the dynamic measurement data of some pile foundations in Shanxi Province, the present status of the dynamic load capacity and quality assessment of single piles are combined. The small strain measuring piles are discussed. It is considered that the measurement of unipolar bearing capacity and pile mass with small strains under certain conditions is feasible and has other advantages that cannot be surpassed.