Design and Optimization of Displacement Piles for Onshore and Offshore Application

Eduardo Bittar Marin

doi:10.26182/2a1g-fx36

Design and Optimization of Displacement Piles for Onshore and Offshore Application

Eduardo Bittar Marin

Research output: Thesis › Doctoral Thesis

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Abstract

Piled foundations are an integral, but an expensive, component of the ever increasing $10 trillion global construction market. The growing increase in demand for energy (oil, gas and renewables) push for a better understanding of the behaviour of traditional pile elements as well as the exploration of new techniques that can lead to optimised and efficient foundations with reduced environmental impacts and improved performance. The aim of this thesis is to contribute to the advancement of more reliable and rational methods that can lead to better optimised offshore and onshore pile design using Cone penetration test(CPT)-based methods.

Original language	English
Awarding Institution	The University of Western Australia
Supervisors/Advisors	Lehane, Barry, Supervisor Fourie, Andy, Supervisor
Thesis sponsors	Australian Government Research Training Program
Award date	28 Aug 2022
DOIs	https://doi.org/10.26182/2a1g-fx36
Publication status	Unpublished - 2022

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This output contributes to the following UN Sustainable Development Goals (SDGs)

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10.26182/2a1g-fx36

THESIS - DOCTOR OF PHILOSOPHY - BITTAR MARIN, Eduardo - 2022
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Cite this

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AB - Piled foundations are an integral, but an expensive, component of the ever increasing $10 trillion global construction market. The growing increase in demand for energy (oil, gas and renewables) push for a better understanding of the behaviour of traditional pile elements as well as the exploration of new techniques that can lead to optimised and efficient foundations with reduced environmental impacts and improved performance. The aim of this thesis is to contribute to the advancement of more reliable and rational methods that can lead to better optimised offshore and onshore pile design using Cone penetration test(CPT)-based methods.

KW - CPT

KW - driven piles

KW - screw piles

KW - ageing

KW - offshore foundations

U2 - 10.26182/2a1g-fx36

DO - 10.26182/2a1g-fx36

M3 - Doctoral Thesis

ER -

Design and Optimization of Displacement Piles for Onshore and Offshore Application

Abstract

UN SDGs

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