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由低应变法原理入手结合多重相关信息对短桩的判定过程进行了详细分析,经钻孔验证取得了较好的效果,对低应变法检测中的其他缺陷性质的判定具有借鉴意义。
Based on the theory of low strain method, the judgment process of short piles was analyzed in detail based on multiple relevant information. The results obtained by drilling verification showed good results and could be used as reference for the determination of other defects in low strain method.