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Use of foundations and artificial bases in punched (tamped-out) trenches in seismic regions (using South Kazakhstan as an example)

  • Construction Methods And Equipment
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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Field and experimental investigations as well as full-scale tests of foundations and artificial bases in punched (tamped-out) trenches at specific projects in South Kazakhstan have once again confirmed the effectiveness of their application in seismic regions with similar soil conditions.

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Literature cited

  1. Handbook of Design and Construction of Foundations in Punched Trenches [in Russian], Stroiizdat, Moscow (1981).

  2. V. I. Krutov, Yu. A. Bagdasarov, and I. G. Rabinovich, Foundations in Punched Trenches [in Russian], Stroiizdat, Moscow (1985).

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  3. Yu. A. Bagdasarov and S. Nyamdorzh, "Results of tests on foundations in punched trenches and driven prismatic piles in the city of Darkhan (MPR)," Osn. Fundam. Mekh. Gruntov, No. 2, 26–27 (1991).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 37–39, November–December, 1992.

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Korkin, A.A., Kentsin, O.S., Pervushin, B.P. et al. Use of foundations and artificial bases in punched (tamped-out) trenches in seismic regions (using South Kazakhstan as an example). Soil Mech Found Eng 29, 217–220 (1992). https://doi.org/10.1007/BF02125537

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  • DOI: https://doi.org/10.1007/BF02125537

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