N9-N10 Kilcullen to Waterford Road Scheme
N9-N10 Kilcullen to Waterford Road Scheme
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Constraints Report - South > 7. Geology and Hydrogeology Menu > 7.5 Unstable Ground

7. Geology and Hydrogeology

7.5 Unstable Ground

7.5.1 Karst Solution Features

Some of the Carboniferous limestone formations occurring in the constraints study area are reported to have potential karst solution features. The formations most associated with solution features are known as 'Ballyadams' and 'Clogrenan' and occur in a broad band between Bennettsbridge and Carlow Town. The massive reef limestone (Waulsortian Formation) is also prone to karstification. The most exposed areas to Karst are those where the limestone is present near the surface or lies near a catchment area. The area near Kilmacow appears to be exposed to Karst because of the water discharge in this area coming from the surrounding hills.

The Karst database held by the GSI was consulted. This database holds records of locations and types of reported Karst features. The location and features of the reported Karst areas are presented in Figures 5A and 5B with details provided in Table 1 of Appendix A

The occurrence of sinkholes under a roadway can lead to depressions or collapse in the pavement. Specific areas prone to Karst should be identified at the aerial photograph interpretation and site investigation stages. Depending on the risks, it may be prudent to adopt design measures to control water discharge, which can re-activate solution features, and to incorporate measures which will protect the roadway from potential collapse.

7.5.2 Slope Stability

In order to assess the stability of rock cuttings, it is important to identify the orientation of present discontinuities, their condition and also the extent of weathering. Steep ground should also be identified during move detailed assessment of route options. A survey of any previous cases of slope failure in the area of study would prove very useful. Areas of instability along potential route options may be revealed by examination of aerial photographs.

The rocks associated with the Ordovician period may be susceptible to cutting instability because of the complex geological structure characterising these rocks (i.e. folds, faults and variable dip). This may also be due to the presence of frequent mudstone horizons, which can lead to low strength zones (i.e. residual strength) following the bedding pattern due to strain slip during folding. Cutting stability in Limestone rocks would need careful consideration where Karst weathering is present and also in the granites where deep weathering can occur.

7.5.3 Mining Areas

The GSI minerals inventory database records were also consulted and indicated that no recorded coal mines, former pits or natural outcrops of coal are present within in the study area.

Carlow County Council Website ARUP Consulting Engineers NRA - National Roads Authority Website Ronan O'Donovan and Maunsell Alliance Laois County Council Website Kildare County Council Website Kilkenny County Council Website European Union Website
Carlow County Council Website ARUP Consulting Engineers NRA - National Roads Authority Website Ronan O'Donovan and Maunsell Alliance Laois County Council Website Kildare County Council Website Kilkenny County Council Website European Union Website