The limitations of using the sonic echo method for evaluating the integrity of driven concrete piles with near-surface flaws are examined. Criteria for detecting pile flaws in a compact region are obtained. It is shown that it is possible to use the multiplicative impact-echo method for determining the length of a pile with a near-zone flaw.
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Translated from Izmeritel’naya Tekhnika, No. 4, pp. 56–60, April, 2017.
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Kachanov, V.K., Sokolov, I.V., Fedorenko, S.A. et al. Use of the Impact-Echo Method for Analyzing the Integrity of Driven Reinforced Concrete Piles. Meas Tech 60, 386–391 (2017). https://doi.org/10.1007/s11018-017-1207-2
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DOI: https://doi.org/10.1007/s11018-017-1207-2