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More precisely defined methods of foundation-settlement calculation based on tray and in-situ experiments

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Soil Mechanics and Foundation Engineering Aims and scope

A modernized method of layer-by-layer summation for settlement calculation, which takes into account the structural strength of the soils, and approximates the computed to the observed settlement, is discussed.

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References

  1. Building Code 50-1-2004. Design and Installation of Beds and Foundations for Buildings and Structures [in Russian].

  2. O. N. Osipova, V. P. Duba, and O. A. Bogomolova, "On the difference in compression moduli obtained from compression and plate tests," Vestn. Volgograd. Gosudar. Arkhit.-Stroit. Univ. Ser. Stroit. Arkhit., No. 15 (34), 11–14 (2009).

  3. O. N. Osipova, V. P. Duba, and Yu. V. Galashev, "Effect of structural strength of soils on the depth of the compressible stratum and bed settlement," Izv. Vuzov. Severo-Kav. Region. Tekh. Nauki, No. 5, 83–85 (2010).

  4. O. N. Osipova, V. P. Duba, and Yu. V. Galashev, Selection of depth of compressible stratum of bed, Science, Engineering, and Technology of the 21st Century (SET-2009): Materials Presented at the Fourth International Scientific-Technical Conference [in Russian] (2009), pp. 406–411.

  5. O. N. Osipova and V. P. Duba, Bed settlements with allowance for structural strength of soils, Low-Rise Construction Within the Framework of the National Plan "Readily Available and Comfortable Housing for the Citizens of Russia": Technologies and Materials, Problem and Prospects for Development in the Volgograd Oblast: Materials Presented at the International Scientific-Practical Conference [in Russian], Volgograd (2009), pp. 216–219.

  6. O. N. Osipova, Formula for calculation of settlement by method of layer-by-layer summation with consideration of the effect of the structural strength of soils, Urban Development on Slide-Prone Lands: Materials Presented at the Third International Conference on Geotechnics [in Russian], Volgograd (2010).

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Authors and Affiliations

  1. Southern Russian State Technical University, Novocherkassk, Russia

    V. P. Duba, Yu. V. Galashev & O. N. Osipova

Authors
  1. V. P. Duba
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  2. Yu. V. Galashev
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  3. O. N. Osipova
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 23–26, Mary-June, 2011.

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Duba, V.P., Galashev, Y.V. & Osipova, O.N. More precisely defined methods of foundation-settlement calculation based on tray and in-situ experiments. Soil Mech Found Eng 48, 114–120 (2011). https://doi.org/10.1007/s11204-011-9137-5

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  • DOI: https://doi.org/10.1007/s11204-011-9137-5

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