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Comparative effectiveness of bed reinforcement based on plate tests and mathematical modeling

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The effectiveness of the strengthening of a weak bed by reinforcement composed of vertical rigid elements installed by the drill-and-mix procedure is evaluated. The reduced compression modulus of saturated loess clayey loams, as determined by methods of analysis, plate tests, and modeling of the stress-strain state of the “reinforced-bed/plate” system, is compared.

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References

  1. M. L. Zotsenko, Zh. M. Bovkun, and V. I. Malyarenko, “Dosvid i perspektivi pidsilennya osnov vertikal'nimi gruntotsementnimi elementami u mis'komubudivnitstvi,” Beton Zhelezobeton v Ukr., No. 6, 24–28 (2006).

  2. A. N. Tokin, Fundamentals of Soil Cement [in Russian], Stroiizdat, Moscow (1984).

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  3. M. L. Zotsenko, O. V. Bort, and O. V. Gudimov, Sposterezheniya za deformatsiyami 4-xh sektsinogo bagatopoverkhovogo chitlovogo budinku, U zb. Ukrains'kogo Derzhavnogo Universitetu Vodnogo Gospodarstva, No. 16, Part 1, Rivne (2008), pp. 233–237.

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Authors and Affiliations

  1. Yuri Kondratyuk Poltava National Technical University, Poltava, Ukraine

    N. L. Zotsenko, N. I. Lapin & R. V. Petrash

Authors
  1. N. L. Zotsenko
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  2. N. I. Lapin
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  3. R. V. Petrash
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 17–20, July–August, 2008.

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Zotsenko, N.L., Lapin, N.I. & Petrash, R.V. Comparative effectiveness of bed reinforcement based on plate tests and mathematical modeling. Soil Mech Found Eng 45, 138–143 (2008). https://doi.org/10.1007/s11204-008-9014-z

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  • DOI: https://doi.org/10.1007/s11204-008-9014-z

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