Abstract
A method of predicting soil vibrations during pile driving and determining safe distances to existing buildings using static-penetration data is discussed. Experimental data on determination of expected elastic failures of piles and elastic vibrations of the soil in the immediate vicinty of the pile using the slip factor are cited.
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Literature cited
D. D. Barkan, Dynamics of Beds and Soils [in Russian], Stroivoenmorizdat, Moscow (1948).
D. D. Barkan, Vibratory Method in Construction [in Russian], Gosstroiizdat, Moscow (1959).
G. F. Novozhinov, “Determination of safe distances from the point of pile driving to existing structures,” Instation of Foundations and Underground Structures Near Existing Buildings [in Russian], Leningradskii Dun Nauchno-Tekhnicheskoi Propagandy, Leningrad (1979), pp. 58–65.
B. V. Goncharov and A. Kh. Enikeev, “Hammer selection with allowance for the piles and elastic soil properties,” Osn., Fundam. Mekh. Gruntov, No. 6, 13–16 (1965).
Yu. G. Trofimenkov and L. N. Vorobkov, Stroiizdat, Moscow (1981).
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 7–9, January–February, 1995.
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Gincharov, B.V., Kovalev, V.F. Prediction of soil vibrations during pile driving from penetration data. Soil Mech Found Eng 32, 7–9 (1995). https://doi.org/10.1007/BF02336244
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DOI: https://doi.org/10.1007/BF02336244