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This document summarizes an investigation of the static lateral load resistance of piles in layered sandy soils through laboratory model tests. Single model piles of varying diameters (13mm, 19mm, 26mm) and embedded lengths (460mm, 609mm, 762mm) were tested under lateral loads in a layered sand foundation. Load-displacement response and ultimate resistance were measured. Lateral failure occurred between displacements of 6-15mm depending on pile diameter and saturation. The failure load was the point where t

Author

GanjarAsandiPutraPratama

Language

EN