Generalized cyclic p–y curve modeling for analysis of laterally loaded piles

Owing to their simplicity and reasonable accuracy, Beam on Nonlinear Winkler Foundation (BNWF) models are widely used for the analysis of laterally loaded piles. Their main drawback is idealizing the soil continuum with discrete uncoupled springs representing the soil reactions to pile movement. Sta...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2014-08, Vol.63, p.138-149
Hauptverfasser:	Heidari, Mehdi, El Naggar, Hesham, Jahanandish, Mojtaba, Ghahramani, Arsalan
Format:	Artikel
Sprache:	eng
Schlagworte:	Cyclic Cyclic loads Generalized Mathematical models Modeling Laterally Loaded Piles Nonlinearity Pile nonlinear behavior Piles p–y Curve Sand Soil (material) Stiffness Wedges
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