STRESS-DEFORMED STATE OF RIGGING PILOT STRUCTURES ON BASES CHARACTERIZED BY A COMBINATION OF BOND AND NONCOUPLED SOILS

Authors

  • Madatov Abdirakhim Candidate of Technical Sciences, Associate Professor of the Department of “Roads, Base and Foundations” of Samarkand State Architectural and Construction Institute, Uzbekistan

DOI:

https://doi.org/10.17605/OSF.IO/WPCMJ

Keywords:

Heterogeneous bases, viscous deformations, creep threshold

Abstract

The work of trestle piling constructions on heterogeneous foundations characterized by a combination of connected and disconnected soils is examined in this article. The piling structure design approach for the relevant soil conditions is supported.

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Published

2021-11-17

How to Cite

Madatov Abdirakhim. (2021). STRESS-DEFORMED STATE OF RIGGING PILOT STRUCTURES ON BASES CHARACTERIZED BY A COMBINATION OF BOND AND NONCOUPLED SOILS. Innovative Technologica: Methodical Research Journal, 2(11), 20–29. https://doi.org/10.17605/OSF.IO/WPCMJ

Issue

Vol. 2 No. 11 (2021): it.academiascience

Section

Articles