Forecasting the carrying capacity safe of shallow foundations

Authors

  • V. I. Bolshakov State Higher Educational Establishment “Prydniprovs’ka State Academy of Civil Engineering and Architecture”, Ukraine https://orcid.org/0000-0003-0790-6473
  • Yu. A. Kirichek State Higher Educational Establishment “Prydniprovs’ka State Academy of Civil Engineering and Architecture”, Ukraine
  • A. V. Trehub State Higher Educational Establishment “Prydniprovs’ka State Academy of Civil Engineering and Architecture”, Ukraine

Keywords:

geotechnical design, shallow foundations, Ukrainian standards, Eurocodes, safe bearing pressure, design resistance

Abstract

Safety and serviceability in geotechnical design applicable to shallow foundations are studied for the purpose of harmonization of Ukrainian standards with Eurocodes. The paper contains the analysis of 86 field tests and calculations conducted by the authors for predicting the safe bearing capacity of shallow foundations. Both safe bearing pressure on the soil and design resistance of the soil are derived in different ways. Spread of plastic shear zones in the soil is studied using the field test results and the numerical simulations for the purpose of estimation of bearing capacity of shallow foundations. This paper presents a comparison between the results obtained from plate load tests and analyses by two approaches − safe bearing pressure using safety factor given by Eurocodes and design resistance of the foundation given by the Ukrainian norms.

Author Biographies

V. I. Bolshakov, State Higher Educational Establishment “Prydniprovs’ka State Academy of Civil Engineering and Architecture”

Department of Materials Science, Dr. Sc. (Tech.), Prof.

Yu. A. Kirichek, State Higher Educational Establishment “Prydniprovs’ka State Academy of Civil Engineering and Architecture”

Department of Land Management, Geodesy and Road Construction, Dr. Sc. (Tech.), Prof.

A. V. Trehub, State Higher Educational Establishment “Prydniprovs’ka State Academy of Civil Engineering and Architecture”

Department of Land Management, Geodesy and Road Construction, Ass. Prof.

References

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Published

2016-04-20