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The present paper substantiates the relevance of the scientific and technical task of designing effective helical pile constructions under conditions of insufficient development of existing standards. An adapted computer design… Click to show full abstract
The present paper substantiates the relevance of the scientific and technical task of designing effective helical pile constructions under conditions of insufficient development of existing standards. An adapted computer design technique was developed on the basis of comparison and analysis of the calculation results and field tests for multi-helix helical piles in cohesive and cohesionless soils using an elastic-plastic model. Recommended optimal values for the pile-soil interaction factors for the proposed methodology are presented.
Journal Title: Soil Mechanics and Foundation Engineering
Year Published: 2020
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