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to download report - Geological Survey of Ireland

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Peat flows are not nearly so well documented in the international literature. However they are very prevalent in<strong>Ireland</strong> and feature considerably in the database <strong>of</strong> past events. In <strong>Ireland</strong> they have also been called bogbursts or bog flows. As with other types <strong>of</strong> materials they may have an initial sliding mechanism beforebecoming a flow. Peat is a very complex material in engineering terms and this is discussed more fully in thechapter on the geotechnics <strong>of</strong> landslides.SlidesSlides involve the displacement <strong>of</strong> masses <strong>of</strong> material along well-defined surfaces <strong>of</strong> rupture called slip or shearsurfaces. The material moves en masse but is likely <strong>to</strong> break up with distance from the initial rupture point.Sliding is common in the British Isles due largely <strong>to</strong> the availability <strong>of</strong> earth materials which facilitate basalshearing (Department <strong>of</strong> the Environment,UK, 1994). Slides can be divided in<strong>to</strong> rotational and translationalslides. However it may not be able <strong>to</strong> define the failure mechanism, particularly in older slides, so these mightbe classified as undifferentiated slides.Rotational Slides. These involve sliding on a shear surface which is concave upwards in the direction <strong>of</strong> movementwhere the displaced mass rotates about an axis which is parallel <strong>to</strong> the slope. The back or crown <strong>of</strong> the slideis marked by a crack or scarp slope which is concentric in plan. The displaced mass may flow further downslopebeyond the rupture surface <strong>to</strong> form a zone <strong>of</strong> accumulation at the <strong>to</strong>e <strong>of</strong> the <strong>to</strong>tal feature. However where the slipsurface dips in<strong>to</strong> the hill, the downslope momentum may be arrested somewhat and the sliding s<strong>to</strong>p. Rotationalslides can be single events or more commonly multiple events where there are sequential rotational slidesdown the slope. There is an extensive terminology on the ana<strong>to</strong>my <strong>of</strong> landslides (Anon, 1990). Fig. 2.2 illustratesthe ana<strong>to</strong>my <strong>of</strong> a slide and the terminology is included in Appendix 3.Translational Slides. These are also called planar slides. The mass <strong>of</strong> material moves downslope on a largelyplanar surface. There is little rotary movement and consequently little backward tilting <strong>of</strong> the earth materialswhich is characteristic <strong>of</strong> a rotational slide (Fig. 2.2). Translational slides can have very different impacts <strong>to</strong>rotational slides. Where the slope is sufficiently steep and the shearing resistance along the slip surfaceremains low, the movement can continue on for a considerable distance. This is quite different <strong>to</strong> rotationalslides as described above. This has ramifications for risk assessment and planning controls. Translationalslides in rock usually occur along discontinuities such as bedding planes or joints. In the case <strong>of</strong> debris slidesfailure can occur on shallow shear surfaces at or near the base <strong>of</strong> the surface materials where there can bemarked changes in strength and permeability. Slopes where the discontinuities lie parallel or sub-parallel <strong>to</strong> theground surface would be more prone <strong>to</strong> translational sliding.Fig. 2.2 Landslide Features. (After Varnes, 1978)6

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