Geotechnical uncertainties and reliability-based assessments of dykes

Research output: ThesisDissertation (TU Delft)

3 Downloads (Pure)

Abstract

This thesis utilises the random finite element method (RFEM) to provide practical guidance and tools for geotechnical engineers to account for the influence of soil spatial variability. This has involved: (a) practical insight and guidance on the choice of characteristic soil property values and scales of fluctuation; (b) a robust approach to reliability assessment and design that obviates the need for explicit calculation of characteristic values; and (c) the benchmarking and improving of simpler analysis tools.
Original languageEnglish
QualificationDoctor of Philosophy
Awarding Institution
  • Delft University of Technology
Supervisors/Advisors
  • Hicks, M.A., Supervisor
  • Vardon, P.J., Supervisor
Award date24 Sep 2020
Print ISBNs978-94-6366-298-7
DOIs
Publication statusPublished - 2020

Keywords

  • Hetereogeneity
  • Reliability
  • RFEM
  • Slope stability
  • Statistical analysis

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