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Experimental and theoretical research on analytical models of piled-raft foundations

  • Discussion of Construction Rules and Regulation
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Soil Mechanics and Foundation Engineering Aims and scope

An Erratum to this article was published on 01 November 2009

Several methods for the design of pile foundations, including those recommended in Building Code 50-102-2003 [1], are analyzed,. Tests of a model of a pile foundation in a pan with freeze-frame photographs of the displacements of sand grains, and their digital processing by the method of particle imaging velocimetry (PIV) are described. A method of analyzing a rigid spatial pile foundation with “high-“ and “low-profile” rafts of arbitrary planform, which makes it possible to obtain a uniform load distribution on the piles without use of finite-element software is proposed on the basis of experimental results. The method is implemented in the form of design software in the MathCad system. Examples of the analysis are presented.

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Authors and Affiliations

  1. Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia

    V. A. Barvashov & G. G. Boldyrev

  2. Penza State University of Architecture and Construction, Penza, Russia

    V. A. Barvashov & G. G. Boldyrev

Authors
  1. V. A. Barvashov
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  2. G. G. Boldyrev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 32–39, September–October, 2009.

An erratum to this article can be found at http://dx.doi.org/10.1007/s11204-010-9073-9

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Barvashov, V.A., Boldyrev, G.G. Experimental and theoretical research on analytical models of piled-raft foundations. Soil Mech Found Eng 46, 207–217 (2009). https://doi.org/10.1007/s11204-009-9064-x

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  • DOI: https://doi.org/10.1007/s11204-009-9064-x

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