Lateral Load Analysis of a Composite Pile

Based on the results of full-scale experiments, specifics of the behavior of a single-pile foundation in the form of a pyramidal-prismatic composite pile subject to lateral load have been established. Both "rigid" and "flexible" behavioral schemes were considered. A lateral load...

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Veröffentlicht in:	Soil mechanics and foundation engineering 2018-05, Vol.55 (2), p.103-109
Hauptverfasser:	Gotman, A. L., Sokolov, L. Ya
Format:	Artikel
Sprache:	eng
Schlagworte:	Aircraft industry Civil Engineering Design Earth and Environmental Science Earth Sciences Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Knots Mathematical analysis Pile foundations Pile lateral loads
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Beschreibung
Zusammenfassung:	Based on the results of full-scale experiments, specifics of the behavior of a single-pile foundation in the form of a pyramidal-prismatic composite pile subject to lateral load have been established. Both "rigid" and "flexible" behavioral schemes were considered. A lateral load analysis procedure for a single-pile foundation in the form of a pyramidal-prismatic composite pile is presented. The calculation accuracy was evaluated by comparing the calculated and experimental data.
ISSN:	0038-0741 1573-9279
DOI:	10.1007/s11204-018-9510-8