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Analysis of the peat slide at Pollatomish, County Mayo, Ireland
Author(s)
Date Issued
2006-03
Date Available
2011-08-25T16:07:46Z
Abstract
A major landslide event occurred at Pollatomish, County Mayo, Ireland in
September 2003, during a period of intense rainfall. It comprised about 30 significant
individual longitudinal planar type slides of peat and weathered rock. Relatively simple
limit state stability analyses, using the method of slices and an infinite slope analysis,
were used to model the slide and it was found that the features observed on site could
easily be reproduced. These included confirmation that thin layers of peat could be stable
on steep slopes but the margin of safety reduces rapidly under elevated pore pressure
conditions. As was observed in the field, the analyses suggested the most vulnerable zone
was the upper layer of weathered rock but that slides could occur in the peat if its
thickness was appreciable. Careful site characterization is vital in such studies. Here
efforts have been made to understand the effect of fibres on the peat strength and some
sensitivity analyes have been performed to assess the critical engineering parameters of
the peat.
September 2003, during a period of intense rainfall. It comprised about 30 significant
individual longitudinal planar type slides of peat and weathered rock. Relatively simple
limit state stability analyses, using the method of slices and an infinite slope analysis,
were used to model the slide and it was found that the features observed on site could
easily be reproduced. These included confirmation that thin layers of peat could be stable
on steep slopes but the margin of safety reduces rapidly under elevated pore pressure
conditions. As was observed in the field, the analyses suggested the most vulnerable zone
was the upper layer of weathered rock but that slides could occur in the peat if its
thickness was appreciable. Careful site characterization is vital in such studies. Here
efforts have been made to understand the effect of fibres on the peat strength and some
sensitivity analyes have been performed to assess the critical engineering parameters of
the peat.
Sponsorship
Not applicable
Type of Material
Journal Article
Publisher
Springer
Journal
Landslides
Volume
3
Issue
1
Start Page
51
End Page
61
Copyright (Published Version)
Springer-Verlag 2005
Subject – LCSH
Landslides--Ireland--Mayo
Translational motion
Peat--Ireland
Slopes (Soil mechanics)--Stability
Web versions
Language
English
Status of Item
Peer reviewed
ISSN
1612-510X
This item is made available under a Creative Commons License
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