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Geotechnical Engineering

Western University

2012

Hyperbolic Load-Displacement Curve

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Response Of Foundations To Random Cyclic Loads, Alireza Varshoi Jul 2012

Response Of Foundations To Random Cyclic Loads, Alireza Varshoi

Electronic Thesis and Dissertation Repository

Variable amplitude cyclic loads due to natural phenomena are common for laterally loaded piles. A series of small scale cyclic model test have been performed in the Boundary Layer Wind Tunnel Laboratory. Random loads from a boundary layer wind field were applied to a model consisting of a pile, pole and plate. The same setup was also tested under static conditions for comparison. Hyperbolic projection was used to represent the load – displacement relations. Initial stiffness and hyperbolic capacity were obtained from this method. The number of load cycles was found to affect the behavior of the laterally loaded piles. …