Soil Mechanics and Foundation Engineering

, Volume 32, Issue 4, pp 115–120 | Cite as

Modeling of the beds of structures and its practical results

  • A. S. Stroganov
  • I. S. Ivanov
Soil Mechanics

Abstract

A theory of the physical modeling of beds as nonlinearly deformable media, which makes it possible to describe the entire deformation process of beds in the field, including their ultimate strength, is cited. Results of the modeling of sandy beds enable use to increase the pressure beneath the lower surfaces of foundations appreciably and to determine the settlements rather accurately. The expediency of the use of the theory of plastic inhomogeneity is demonstrated for the mathematical modeling of clayey saturated beds in the unconsolidated state with heavy loads on the foundations.

Keywords

Mathematical Modeling Civil Engineer Physical Modeling Lower Surface Ultimate Strength 

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Copyright information

© Plenum Publishing Corporation 1996

Authors and Affiliations

  • A. S. Stroganov
  • I. S. Ivanov

There are no affiliations available

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