Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation
Data(s) |
2014
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Resumo |
This research provides validated Finite Element techniques to analyse pile foundations under seismic loads. The results show that the capability of the technique to capture the important pile response which includes kinematic and inertial interaction effects, effects of soil stiffness and depth on pile deflection patterns and permanent deformations. |
Formato |
application/pdf |
Identificador | |
Publicador |
Queensland University of Technology |
Relação |
http://eprints.qut.edu.au/75518/1/Thanuja%20Pubudini_Peiris_Thesis.pdf Peiris, Thanuja Pubudini (2014) Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation. PhD thesis, Queensland University of Technology. |
Fonte |
School of Civil Engineering & Built Environment; Science & Engineering Faculty |
Palavras-Chave | #soil-pile interaction #seismic excitation #kinematic interaction #inertial interaction #multi-layered soil #soft soil |
Tipo |
Thesis |