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Initial Bearing Capacity of Saturated Bed with Different Coefficients of Pore-Water Pressure

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Soil Mechanics and Foundation Engineering Aims and scope

The problem of the bearing capacity of a bed comprised of slowly consolidating saturated clayey soils is examined. The solution is reduced to standard form. Tables of coefficients of bearing capacity are given for a broad range of angles of internal friction and coefficients of pore-water pressure.

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Authors and Affiliations

  1. SGUPS, Novosibirsk, Russia

    K. V. Korolev

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  1. K. V. Korolev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 6–9, January-February, 2013.

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Korolev, K.V. Initial Bearing Capacity of Saturated Bed with Different Coefficients of Pore-Water Pressure. Soil Mech Found Eng 50, 7–13 (2013). https://doi.org/10.1007/s11204-013-9202-3

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  • DOI: https://doi.org/10.1007/s11204-013-9202-3

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