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综合物探方法在既有灌注桩质量评价中的应用

Application of Integrated Geophysical Prospecting Method to Quality Evaluation of Existing Cast-in-place Pile

  • 摘要: 既有灌注桩的桩长与完整性检测常因场地条件受限而难以有效验证。为提升评价准确性,本文采用磁测井法、旁孔透射法与跨孔弹性波CT法相结合的综合物探手段,对目标基桩开展系统调查:磁测井法探测钢筋笼长度,旁孔透射法确定桩长及桩身缺陷,跨孔弹性波CT法探明桩身缺陷与持力层状况,进而对桩基施工质量进行整体评估,为后续处理提供依据与建议。探测结果表明:综合上述方法可清晰划分覆盖土层与基岩分界面,该结果与钻孔揭露情况基本一致;磁测井法与旁孔透射法结合可有效推断桩长;跨孔弹性波CT法与旁孔透射法结合可准确判定桩身缺陷范围;跨孔弹性波CT法结合桩长结果可合理推断桩端持力层状况。综合物探方法具有成本低、效率高、多方法互补验证等优势,是目前评价既有灌注桩质量较为可靠的技术途径。

     

    Abstract: The pile length and integrity testing of existing cast-in-place piles are often difficult to effectively verify due to limited site conditions. To enhance evaluation accuracy, this paper employs a comprehensive geophysical exploration method combining magnetic logging, side-hole transmission, and cross-hole elastic wave CT to systematically investigate the target foundation piles: magnetic logging is used to detect the length of the reinforcement cage, side-hole transmission is used to determine the pile length and defects in the pile body, and cross-hole elastic wave CT is used to identify defects in the pile body and the condition of the bearing stratum, thereby providing an overall assessment of the construction quality of the pile foundation and providing basis and suggestions for subsequent treatment. The detection results show that the combination of the above methods can clearly delineate the interface between the overburden soil layer and the bedrock, which is basically consistent with the drilling exposure; the combination of magnetic logging and side-hole transmission can effectively infer the pile length; the combination of cross-hole elastic wave CT and side-hole transmission can accurately determine the range of defects in the pile body; and the combination of cross-hole elastic wave CT and pile length results can reasonably infer the condition of the pile tip bearing stratum. The comprehensive geophysical exploration method has the advantages of low cost, high efficiency, and multi-method complementary verification, and is currently a reliable technical approach for evaluating the quality of existing cast-in-place piles.

     

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