EVALUATION OF THE INFLUENCE OF THE DEPTH OF LAYING AND THE WIDTH OF THE SOLE OF THE FOUNDATION ON ITS SETTLEMENT

Authors

  • Petr Stepanovich Poita Brest State Technical University
  • Tatiana Petrovna Shalobyta Brest State Technical University
  • Anastasia Andreevna Chetyrbok Brest State Technical University

Keywords:

foundation base, soil bearing capacity, stress-strain state, foundation shape, settlement, deformation phases, aspect ratio, foundation depth

Abstract

The influence of various factors has been studied: the depth of the foundation, it’s size and shape on the stress-strain state of the soil basement and the amount of its precipitation. The features of soil deformation in the case of its operation in the second phase, i.e. with the development of plastic deformations, are revealed. A method for determining the size of foundations of various shapes having the same draft is proposed.

Author Biographies

Petr Stepanovich Poita, Brest State Technical University

Doctor of Technical Sciences, Professor, Professor of the Department of Geotechnics and Transport Communications, Brest State Technical University, Brest, Republic of Belarus.

Tatiana Petrovna Shalobyta, Brest State Technical University

Ph.D in Engineering, Associate Professor of the Department of Concrete Technology and Building Materials, Brest State Technical University, Brest, Republic of Belarus.

Anastasia Andreevna Chetyrbok, Brest State Technical University

Student of the Faculty of Civil Engineering, Brest State Technical University, Brest, Republic of Belarus.

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Published

2022-12-09

Issue

Vol. 22 (2022): Promising Directions of Innovative Development of Construction Industry and Engineering Training

Section

Articles