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Design of slab foundations based on static-penetration data

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Soil Mechanics and Foundation Engineering Aims and scope

This paper presents a brief review of the application of static penetration to design of slab foundations. A procedure is outlined for derivation of a spatial diagram of soil resistance for structural analysis of a slab with consideration of nonuniformity of on-site soil conditions. Results derived from application of the procedure are described for an example of the design of a slab foundation with an area of 1,700 m2. Data on economic effectiveness and improved reliability where the proposed procedure had been used are presented.

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Authors and Affiliations

  1. Ufa State Petroleum and Technical University, Ufa, Russia

    B. V. Goncharov, N. B. Gareeva & È. D. Zaineev

Authors
  1. B. V. Goncharov
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  2. N. B. Gareeva
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  3. È. D. Zaineev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 25-29, November-December, 2012.

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Goncharov, B.V., Gareeva, N.B. & Zaineev, È.D. Design of slab foundations based on static-penetration data. Soil Mech Found Eng 49, 243–249 (2013). https://doi.org/10.1007/s11204-013-9197-9

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  • DOI: https://doi.org/10.1007/s11204-013-9197-9

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