STRESS-DEFORMED STATE OF RIGGING PILOT STRUCTURES ON BASES CHARACTERIZED BY A COMBINATION OF BOND AND NONCOUPLED SOILS
Madatov AbdirakhimCandidate of Technical Sciences, Associate Professor of the Department of “Roads, Base and Foundations” of Samarkand State Architectural and Construction Institute, Uzbekistan
ABI
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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