Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation


Autoria(s): Peiris, Thanuja Pubudini
Data(s)

2014

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

http://eprints.qut.edu.au/75518/

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