A Mathematically Developed Dynamic Model for Laterally Loaded Piles
Baranov-Novak model is reassessed for its application in pile dynamic problems. Argument is made on the physical meaning of real and imaginary parts of the mathematical solution. Frequency dependent stiffness and damping are investigated. Contribution of the soil inertia in pile lateral vibration is...
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| Format: | Conference Paper |
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Pile 2013 International Conference Undertaken by IRSM
2013
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| Online Access: | http://hdl.handle.net/20.500.11937/38256 |