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Featured researches published by Cormac Reale.


Advanced Engineering Informatics | 2018

Automatic classification of fine-grained soils using CPT measurements and Artificial Neural Networks

Cormac Reale; Kenneth Gavin; Lovorka Librić; Danijela Jurić-Kaćunić

Soil classification is a means of grouping soils into categories according to a shared set of properties or characteristics that will exhibit similar engineering behaviour under loading. Correctly classifying site conditions is an important, costly, and time-consuming process which needs to be carried out at every building site prior to the commencement of construction or the design of foundation systems. This paper presents a means of automating classification for fine-grained soils, using a feed-forward ANN (Artificial Neural Networks) and CPT (Cone Penetration Test) measurements. Thus representing a significant saving of both time and money streamlining the construction process. 216 pairs of laboratory results and CPT tests were gathered from five locations across Northern Croatia and were used to train, test, and validate the ANN models. The resultant Neural Networks were saved and were subjected to a further external verification using CPT data from the Veliki vrh landslide. A test site, which the model had not previously been exposed to. The neural network approach proved extremely adept at predicting both ESCS (European Soil Classification System) and USCS (Unified Soil Classification System) soil classifications, correctly classifying almost 90% of soils. While the soils that were incorrectly classified were only partially misclassified. The model was compared to a previously published model, which was compiled using accepted industry standard soil parameter correlations and was shown to be a substantial improvement, in terms of correlation coefficient, absolute average error, and the accuracy of soil classification according to both USCS and ESCS guidelines. The study confirms the functional link between CPT results, the percentage of fine particles FC, the liquid limit wL and the plasticity index IP. As the training database grows in size, the approach should make soil classification cheaper, faster and less labour intensive.


Computers and Geotechnics | 2015

Deterministic and Probabilistic Multi-Modal Analysis of Slope Stability

Cormac Reale; Jianfeng Xue; Zhangming Pan; Kenneth Gavin


Engineering Geology | 2016

Development of a landslide susceptibility assessment for a rail network

Karlo Martinović; Kenneth Gavin; Cormac Reale


Geotechnique | 2016

System reliability of slopes using multimodal optimisation

Cormac Reale; Jianfeng Xue; Kenneth Gavin


Geo-Risk 2017 | 2017

Using Reliability Theory to Assess the Stability and Prolong the Design Life of Existing Engineered Slopes

Cormac Reale; Jianfeng Xue; Kenneth Gavin


Transportation research procedia | 2016

Sensitivity Studies on Scour Detection Using Vibration-based Systems

Luke J. Prendergast; Kenneth Gavin; Cormac Reale


Transportation research procedia | 2016

Assessing the vulnerability of Irish Rail network earthworks

Karlo Martinović; Kenneth Gavin; Cormac Reale


Transportation research procedia | 2016

Multi-modal reliability analysis of slope stability

Cormac Reale; Kenneth Gavin; Luke J. Prendergast; Jianfeng Xue


Proceedings of the International Conference on Road and Rail Infrastructure CETRA | 2014

GEORISK – A Risk Model and Decision Support Tool for Rail and Road Slope Infrastructure

Paul Doherty; Kenneth Gavin; Karlo Martinović; Cormac Reale


World Academy of Science, Engineering and Technology, International Journal of Geotechnical and Geological Engineering | 2018

The Effect of Spatial Variability on Axial Pile Design of Closed Ended Piles in Sand

Cormac Reale; Luke J. Prendergast; Kenneth Gavin

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Kenneth Gavin

University College Dublin

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Jianfeng Xue

Federation University Australia

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Paul Doherty

University College Dublin

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