Enhancing Pile Drivability and Decommissioning in Chalk: An Experimental and Micromechanical Study

PhD

In Dundee

Price on request

Description

  • Type

    PhD

  • Location

    Dundee (Scotland)

  • Duration

    Flexible

  • Start date

    Different dates available

Chalk covers much of the UK and is widespread under the North and Baltic Seas. Foundations in chalk often pose particular problems because the complex collapsible rock behaviour. Driven piles are often used to support many structures in offshore renewable energy applications. The reliability with which their capacity can be predicted is surprisingly low and geotechnical design uses empirical methods or wished-in-place simulations based upon geotechnical information obtained before installation [2]. Installation effects are conservatively estimated (if considered at all), as the change of chalk properties around the pile during installation cannot be easily quantified. This leads to very significant conservatism in design.

Facilities

Location

Start date

Dundee (Dundee City)
See map
Fulton Building, DD1 4HN

Start date

Different dates availableEnrolment now open

Questions & Answers

Add your question

Our advisors and other users will be able to reply to you

Who would you like to address this question to?

Fill in your details to get a reply

We will only publish your name and question

Reviews

This centre's achievements

2019

All courses are up to date

The average rating is higher than 3.7

More than 50 reviews in the last 12 months

This centre has featured on Emagister for 14 years

Subjects

  • Installation
  • Design
  • PHD
  • Geomechanical
  • Designed
  • Occurring
  • Physical
  • Physical Assessment
  • Physical computing
  • Physical Chemistry
  • Physical Education
  • Physical Intervention

Course programme

In this PhD project, the installation effects of pile driving in Chalk will be addressed experimentally and numerically. Standard geomechanical tests and centrifuge physical models of driven piles will be designed and used to identify the damage processes occurring at the chalk pile interface. Attention will also be placed on the pull-out phase to estimate extraction loads for design of safe extraction techniques. Following [3] these experiments will be simulated numerically by means of the discrete element model (DEM). The SMART-MicroCT (ERDF SMART Centre) scanner will be used to visualize and quantify rock damage during pile installation.

The successful candidate will be supervised jointly by Dr Matteo Ciantia and Dr Michael Brown at the University of Dundee. Additional project supervision is provided externally by Dr Marcos Arroyo & Prof. Antonio Gens of UPC, Barcelona. The candidate will hence have the opportunity to undergo part of his PhD in Barcelona. Some experience in either experimental geomechanics, the discrete element method (DEM), FE numerical modelling or programming is highly desirable.

Enhancing Pile Drivability and Decommissioning in Chalk: An Experimental and Micromechanical Study

Price on request