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Analysis of the peat slide at Pollatomish, County Mayo, Ireland

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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 fibers on the peat strength and some sensitivity analyes have been performed to assess the critical engineering parameters of the peat.

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Authors and Affiliations

  1. College Lecturer, Department of Civil Engineering, University College Dublin, Earlsfort Terrace, Dublin 2, Ireland

    Michael Long

  2. Director, AGEC Ltd. Consulting Engineers, 5 Kilcarrig Street, Bagenalstown, County Carlow, Ireland

    Paul Jennings

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  1. Michael Long
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  2. Paul Jennings
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Correspondence to Michael Long.

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Long, M., Jennings, P. Analysis of the peat slide at Pollatomish, County Mayo, Ireland. Landslides 3, 51–61 (2006). https://doi.org/10.1007/s10346-005-0006-z

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  • DOI: https://doi.org/10.1007/s10346-005-0006-z

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