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Seismic stability of bases and foundations using the spitak earthquake as an example

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The writer presents information about some problems of the seismicity of bases and foundations from results of work of specialists of the N. M. Gersevanov NIIOSP Institute carried out during 1988–1990 to establish the consequences of the Spitak earthquake of 7 December 1988 and to analyze design-research material related to different construction projects for reconstruction work in the disaster zone in Armenia.

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Authors and Affiliations

  1. NIIOSP Institute, USSR

    R. E. Khanin

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  1. R. E. Khanin
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 31–33, November–December, 1992.

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Khanin, R.E. Seismic stability of bases and foundations using the spitak earthquake as an example. Soil Mech Found Eng 29, 209–212 (1992). https://doi.org/10.1007/BF02125535

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  • DOI: https://doi.org/10.1007/BF02125535

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