THE FORECAST OF INCLINE OF THE BASE CONSTRUCTIONS ON WATER-SATURATED BASE UNDER THE SETTLEMENT SCHEME OF A SOIL LAYER OF A FINAL THICKNESS

Authors

  • F. V. Babich PSACEA, Dnipropetrovsk, Ukraine
  • V. L. Sedin PSACEA, Dnipropetrovsk, Ukraine
  • V. H. Shapoval PSACEA, Dnipropetrovsk, Ukraine

DOI:

https://doi.org/10.15802/stp2010/13128

Keywords:

forecast, roll foundation, unsaturated base, design scheme, layer of finite thickness

Abstract

The solution for the forecast of incline of the rectangular base on the linear elastic isotropic water-saturated basement under the settlement scheme of a soil layer of a final thickness is shown. It is proved that rate of process of filtration consolidation of the basement is directly proportional to the value of Poisson’s coefficient ratio of the basement, division of the foundation base length to its width and inversely proportional to the soil layer thickness.

Author Biographies

F. V. Babich, PSACEA, Dnipropetrovsk

F. V. Babich

V. L. Sedin, PSACEA, Dnipropetrovsk

V. L. Sedin

V. H. Shapoval, PSACEA, Dnipropetrovsk

V. H. Shapoval

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Published

2010-05-25

How to Cite

Babich, F. V., Sedin, V. L., & Shapoval, V. H. (2010). THE FORECAST OF INCLINE OF THE BASE CONSTRUCTIONS ON WATER-SATURATED BASE UNDER THE SETTLEMENT SCHEME OF A SOIL LAYER OF A FINAL THICKNESS. Science and Transport Progress, (32), 13–17. https://doi.org/10.15802/stp2010/13128

Issue

No. 32 (2010): ISSUE 32

Section

TRANSPORT CONSTRUCTION

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