This paper reviews a method of accurately predicting changes in pore water pressure within a slope as a response to a given climate. Observations are made on the importance of correctly determining the hydraulic parameters and correctly assessing local climate conditions. The mechanical response of the slope to pore water pressure changes is modelled and it is shown how closely deformation magnitude and rate relates to climate. A diagnostic railway embankment is subjected to a simulated future climate scenario in which rain events are of higher intensity but are less persistent and average temperatures increase significantly. These climate changes are shown to reduce infiltration and increase evaporation, resulting in negative pore water pressures persisting throughout the winter months and providing improved stability.
Article navigation
June 2009
Research Article|
June 01 2009
Numerical modelling of climate effects on slope stability Available to Purchase
M. Rouainia, Dipl-Ing, MSc, PhD;
M. Rouainia, Dipl-Ing, MSc, PhD
Lecturer in Computation Geomechanics
Newcastle University
UK
Search for other works by this author on:
O. Davies, MSc;
O. Davies, MSc
Postgraduate Research Student
School of Civil Engineering and Geosciences, Newcastle University
UK
Search for other works by this author on:
T. O'Brien, MSc, DIC, CEng, MICE;
T. O'Brien, MSc, DIC, CEng, MICE
Divisional Director
Mott MacDonald
Croydon, UK
Search for other works by this author on:
S. Glendinning, PhD
S. Glendinning, PhD
Reader in Environmental Geotechnics
Newcastle University
UK
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
December 11 2008
Accepted:
March 02 2009
Online ISSN: 1751-7680
Print ISSN: 1478-4629
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Engineering Sustainability (2009) 162 (2): 81–89.
Article history
Received:
December 11 2008
Accepted:
March 02 2009
Citation
Rouainia M, Davies O, O'Brien T, Glendinning S (2009), "Numerical modelling of climate effects on slope stability". Proceedings of the Institution of Civil Engineers - Engineering Sustainability, Vol. 162 No. 2 pp. 81–89, doi: https://doi.org/10.1680/ensu.2009.162.2.81
Download citation file:
Suggested Reading
Radial consolidation of soil layer under truncated cone fill
Environmental Geotechnics (February,2015)
Briefing: Effect of drain installation patterns on rate of consolidation
Proceedings of the Institution of Civil Engineers - Ground Improvement (April,2015)
Modelling deformations in water retention structures with unsaturated material point method
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (October,2021)
Centrifuge modelling of climatic effects on clay embankments
Proceedings of the Institution of Civil Engineers - Engineering Sustainability (June,2009)
Using waste to reduce slope erosion on road embankments
Proceedings of the Institution of Civil Engineers - Transport (February,2006)
Related Chapters
Analysis of progressive failure and cracking in old British dams
Selected papers on geotechnical engineering by P R Vaughan
Slope stability and embankment dams
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Consolidation of a very soft clay with vertical drains
Ground and Soil Improvement
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
