Slope failure simulations with MPM

Journal Article (2017)
Author(s)

Philip James Vardon (TU Delft - Geo-engineering)

B. Wang (Chinese Academy of Sciences, TU Delft - Geo-engineering)

Michael Hicks (TU Delft - Geo-engineering)

Geo-engineering
Copyright
© 2017 P.J. Vardon, B. Wang, M.A. Hicks
DOI related publication
https://doi.org/10.1016/S1001-6058(16)60755-2
More Info
expand_more
Publication Year
2017
Language
English
Copyright
© 2017 P.J. Vardon, B. Wang, M.A. Hicks
Geo-engineering
Issue number
3
Volume number
29
Pages (from-to)
445-451
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

The simulation of slope failures, including both failure initiation and development, has been modelled using the material point method (MPM). Numerical case studies involving various slope angles, heterogeneity and rainfall infiltration are presented. It is demonstrated that, by utilising a constitutive model which encompasses, in a simplified manner, both pre- and post-failure behaviour, the material point method is able to simulate commonly observed failure modes. This is a step towards being able to better quantify slope failure consequence and risk.

Files

Slope_failure_with_MPM_Vardon_... (pdf)
(pdf | 0.551 Mb)
- Embargo expired in 15-05-2019