Proceedings of the Institution of Civil Engineers -

Geotechnical Engineering

ISSN 1353-2618 | E-ISSN 1751-8563
Volume 169 Issue 1, February, 2016, pp. 90-92
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McCabe et al. (2014) have presented some very useful correlations between index properties and compression indices (Cc) from a wide range of sites across Ireland. Most of the specimens appear to have been obtained from lacustrine or estuarine deposits in Ireland. The paper contains a single data point for marl which does not fit well with the correlations proposed by the authors. Some additional data for marl and other Irish soils are presented below.

Marl (or calcareous silt) is encountered on many road schemes across the limestone regions in Ireland and can result in significant settlements when loaded. Marl was typically formed by calcium-rich water seeping upwards from the underlying limestone through lake muds into a lake basin (Long and Rodgers, 1995). Marl frequently contains a large number of shells that were deposited at the base of the lake. Index tests commonly show that the natural water content is greater than the liquid limit due to the breakdown of the soil structure during the liquid limit test.

Natural water contents and corresponding compression indices from a number of sites in Ireland are presented in Table 4 and plotted in Figure 8. The samples were taken with a 100 or 101 mm diameter piston sampler with 30° cutting edges. In addition to the marl sites, a site from the Foyle Valley in Northern Ireland is included. Quigley et al. (2014) describe how there is some evidence to suggest that these silts are structured, which is uncommon in Ireland. Some additional data on silts with high water contents underlying the marl from Hunt (1991), McGill (1990) and Naughton (1996) are included for completeness. Figure 8 shows that the scatter in Cc values at higher water contents is more pronounced and care should be exercised in using empirical relationships. There is reasonable agreement between the relationship between natural water content and Cc proposed by the authors for the high water content organic silt reported by Hunt (1991). However, the relationship typically overpredicts Cc for marl. A revised correlation between the natural water content (wn) and the compression index for marl, which may be more applicable, is shown on Figure 8. The geological origin of the additional data differs from the origins of the majority of the data examined by the authors. The relationship between natural water content and compression index proposed by the authors would appear to be valid for natural water contents up to about 110%, but may lead to conservative estimates at higher water contents, which are typical of marl at many sites in Ireland. As suggested by the authors in the original paper, consolidation tests on Class 1 samples should be carried out to validate any assumption on compressibility, especially at high natural water contents.

figure parent remove

Figure 8. Relationship between natural water content and compression index

Table

Table 4. Natural water content and compression index data

Table 4. Natural water content and compression index data

Reference Site location Soil type Natural water content: % Cc
Fahy (1990) Bloomhill, Co Offaly Marl 183·0 1·771
175·0 2·527
Hunt (1991) Terryland, Galway Marl 288·5 3·086
254·0 3·190
294·7 2·700
232·9 2·287
182·9 2·355
251·7 3·947
234·3 2·214
186·0 1·764
220·0 2·276
207·5 2·056
191·5 1·891
202·2 2·094
166·3 1·486
Hunt (1991) Terryland, Galway Silt 166·3 1·419
264·9 3·244
216·6 2·337
220·4 2·807
181·3 2·167
215·3 3·012
216·5 2·603
215·3 4·023
164·9 2·262
Naughton (1996) Ballinfoyle, Galway Marl 150·4 1·442
137·0 1·506
143·9 1·284
150·4 1·578
145·2 1·300
142·2 1·349
McGill (1990) Wilton, Co Cork Marl 191·0 2·550
McGill (1990) Wilton, Co Cork Silt 98·0 1·092
47·0 0·434
81·1 2·545
41·0 0·755
68·6 0·304
78·7 0·546
57·9 0·789
46·8 0·757
Quigley et al. (2014) Foyle Valley Silt 99·5 1·070
109·0 1·062
114·8 1·244
110·0 1·413
106·9 1·146
106·2 1·408
108·1 1·146
Unpublished Athlone Marl 131·0 1·220
150·0 1·420
Unpublished Terryland, Galway Marl 173·0 3·021
Unpublished Tuam Marl 173·0 1·460
Authors' reply

The authors welcome the additional data on the relationship between wn and Cc for marl and other types of Irish soils and the proposed revised correlation for marl. The additional data include results from a structured silt from the Foyle Valley, which is described in the paper by Quigley et al. (2014). The marl and the structured silt both have liquidity indices significantly greater than unity, which is indicative of a sensitive soil. It is noted by Quigley et al. (2014) that Cc on the Foyle Valley data was best related to the wn rather than wL, which is consistent with the findings of McCabe et al. (2014). The correlation given in the paper by McCabe et al. (2014) was limited to wn < 150% as there was much more scatter and decreasing reliability in the extrapolation of the original correlation at high moisture contents. The r2 value is not given for the correlation equation on the contributor's Figure 8; however, it is estimated to be about 0·65, which is considerably less than the value of 0·86 for the data series selected by McCabe et al. (2014). Some of the scatter may be related to the organic content; however, this requires further research.

Fahy P (1990) Geotechnical Investigation of Peat Stockpile Loading on Soft Soil Deposits. MEngSc thesis, National University of Ireland, Galway, Ireland. Google Scholar
Hunt P (1991) Analysis of Soft Soil Deposits at a Location on the Eastern Approach Road, Galway. MEngSc thesis, National University of Ireland, Galway, Ireland. Google Scholar
Long M and Rodgers M (1995) Geotechnical behaviour of very soft calcareous soils in Ireland. Proceedings of the 11th European Conference on Soil Mechanics and Foundation Engineering, Copenhagen, Denmark, vol. 8, pp. 103108. Google Scholar
McCabe BA, Sheil BB, Long MM, Buggy FJ and Farrell ER (2014) Empirical correlations for the compression index of Irish soft soils. Proceedings of the Institution of Civil Engineers – Geotechnical Engineering 167(6): 510517, http://dx.doi.org/10.1680/geng.13.00116. LinkGoogle Scholar
McGill E (1990) Geotechnical Data Base Information Base and Analysis System for Soft Soils. MEngSc thesis, National University of Ireland, Galway, Ireland. Google Scholar
Naughton P (1996) An Examination of the Use of Timber Piles for the Construction of Embankments on Soft Compressible Soils. MEngSc thesis, National University of Ireland, Galway, Ireland. Google Scholar
Quigley P, Long M, Solera S, Raynor D and Ruta C (2014) Some geotechnical characteristics of a soft soil deposit along the Foyle Valley. In Proceedings of Civil Engineering Research in Ireland (CERI 2014) (Nanukuttan S and Goggins J (eds)). Queens University Belfast, Belfast, Ireland, pp. 415420. Google Scholar

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