Skip to main content

Research Repository

Advanced Search

A general framework for coupled hydro-mechanical modelling of rainfall-induced instability in unsaturated slopes with multivariate random fields

Masoudian, Mohsen S.; Hashemi Afrapoli, Mir Amid; Tasalloti, Ali; Marshall, Alec M.

A general framework for coupled hydro-mechanical modelling of rainfall-induced instability in unsaturated slopes with multivariate random fields Thumbnail


Authors

Mohsen S. Masoudian

Mir Amid Hashemi Afrapoli

Ali Tasalloti

ALEC MARSHALL alec.marshall@nottingham.ac.uk
Professor of Geotechnical Engineering



Abstract

An accurate estimation of rainfall-induced instability of slopes for extremely nonhomogeneous materials such as lignite mine spoils is a major challenge. This paper investigates the stability of nonhomogeneous soil slopes with respect to slip surface development, size of sliding volume, and determination of safety factor. Specified dependent random variables are cross-correlated using a multivariate Gaussian copula, the use of which provides a faster and more accurate representation of the inter-dependent properties of randomly-distributed soil. A Monte-Carlo simulation is used to generate a series of multivariate random fields for slopes. These are then implemented in Abaqus and analysed under constant rainfall conditions using a fully coupled hydro-elasto-plastic model. The resulting stress, strain, pore pressure, and displacement data are further processed in MATLAB to evaluate critical slip surfaces and safety factors. Results indicate that the factor of safety in a homogenous case is overestimated compared to the nonhomogeneous condition, while the sliding volume is underestimated. Moreover, the factor of safety decreases as the rainfall simulation continues and the probability of failure increases to nearly 100% after 10 days of rainfall. The framework developed in this paper can provide guidance for conducting relatively inexpensive probabilistic analyses.

Citation

Masoudian, M. S., Hashemi Afrapoli, M. A., Tasalloti, A., & Marshall, A. M. (2019). A general framework for coupled hydro-mechanical modelling of rainfall-induced instability in unsaturated slopes with multivariate random fields. Computers and Geotechnics, 115, 1-12. https://doi.org/10.1016/j.compgeo.2019.103162

Journal Article Type Article
Acceptance Date Jul 5, 2019
Online Publication Date Jul 15, 2019
Publication Date 2019-11
Deposit Date Jul 17, 2019
Publicly Available Date Jul 16, 2021
Journal Computers and Geotechnics
Print ISSN 0266-352X
Electronic ISSN 1873-7633
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 115
Article Number 103162
Pages 1-12
DOI https://doi.org/10.1016/j.compgeo.2019.103162
Keywords Rainfall-induced slope instability; Unsaturated soil; Hydro-mechanical coupling; Random field; Copula cross-correlation; Lignite spoils
Public URL https://nottingham-repository.worktribe.com/output/2316020
Publisher URL https://www.sciencedirect.com/science/article/pii/S0266352X19302265?via%3Dihub
Contract Date Jul 17, 2019

Files





Downloadable Citations