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Dive into the research topics where Matthew Byrne is active.

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Featured researches published by Matthew Byrne.


International Journal of Pavement Engineering | 2013

A generalised approach to outlier identification in pavement condition data

Matthew Byrne; Riccardo Isola; Tony Parry

Pavement condition data often provide the quantitative measure by which funding for maintenance is prioritised. It is vital that these data are of the best quality possible. Measurement data are prone to inaccuracies and will exhibit outliers and deviations from the inferred expected condition. If a systematic trend in outliers is identified, for example a range of outliers adjacent to each other, then there may be a systematic bias in the measurements which can be reduced or removed from future data measurements. This paper introduces a new approach of visualising the probability of measurement outliers by representing the network as a distance/time matrix, with colours associated with different outlier probabilities. To assist in identifying significant outlier trends, a combined method of supervised data mining is proposed, combining expert knowledge and a new minimum message length criterion to select significant trends of systematic outliers.


Journal of Computing in Civil Engineering | 2016

Meta-analytic framework for efficiently identifying progression groups in highway condition analysis

Rawle Prince; Matthew Byrne; Tony Parry

The minimum message length two-dimensional segmenter (MML2DS) criterion is a powerful technique for road condition data analysis developed at the Nottingham Transportation Engineering Centre (NTEC), University of Nottingham. The criterion analyses condition data sets by simultaneously identifying optimum trends in condition progression, the position in time and space of maintenance interventions, longitudinal segments within links, and the error likelihood of each measurement. This is done in an unsupervised manner through classification and regression models on the basis of the minimum message length (MML) metric. Use of MML, however, often requires an exhaustive comparison of all possible models, which naturally raises considerable search-control issues. This is precisely the case with the MML2DS approach. This paper presents an efficient meta-analytic framework for controlling the generation of progression groups, which considerably reduces the search space before the application of MML2DS. This is achieved by identifying founder sets of longitudinal segments, around which families of segments are likely to be formed. An effective subset of these families is then selected, after which the MML2DS criterion is used as the final arbiter to determine ultimate model configurations and fits. This approach has proved to be very powerful, resulting in significant improvements in efficiency to the effect that accurate results are obtained in a few minutes where it previously took weeks with much smaller data sets. The indications are that this approach can be applied to other techniques besides MML2DS.


International Journal of Pavement Engineering | 2010

Identifying Error and Maintenance Intervention of Pavement Roughness Time Series with Minimum Message Length Inference

Matthew Byrne; David W. Albrecht; Jay G. Sanjayan

Pavement roughness is a useful measure of pavement condition. One method of comparing alternative sections of pavements is the roughness progression rate (RPR). The objective of this paper is to describe difficulties in identifying RPR from real data and provide a new type of criteria to overcome these difficulties. Selecting appropriate regression functions for time-series roughness presents two major problems. Roughness time series can include roughness data that appear erroneous, acting independent of the observed time-series trend. Including likely error values will bias the calculated RPR. The problem of identifying likely error is made more difficult with the possibility of maintenance intervention, which may reduce the roughness level and/or progression rate. A minimum message length (MML) criterion to select RPR is introduced and is referred to herein as MML RPR. We perform simulated comparisons of common segmentation criterion and conclude that MML RPR is the preferred criterion.


Road & Transport Research | 2013

Identifying road defect information from smartphones

Matthew Byrne; Tony Parry; Riccardo Isola; Andrew Dawson


ARRB Conference, 23rd, 2008, Adelaide, South Australia, Australia | 2008

Interpreting time series roughness progression rates and identifying outlier types with MML inference

Matthew Byrne; David W. Albrecht; Jay G. Sanjayan


Road & Transport Research | 2005

Application of data mining in pavement performance modelling: a case study

Matthew Byrne; Jay G. Sanjayan; David W. Albrecht; Jayantha Kodikara; T Martin


Road & Transport Research: A Journal of Australian and New Zealand Research and Practice | 2012

Technical note: All the data eggs in the one laser basket

Matthew Byrne; Riccardo Isola


Transportation professional | 2010

Data confidence for effective highway asset management

Matthew Byrne; Steve Biczysko; Tony Parry


Transportation Research Board 89th Annual MeetingTransportation Research Board | 2010

An Investigation into a Generalised Framework for Pavement Data Asset Management

Matthew Byrne; Tony Parry


Road & Transport Research | 2008

Technical note : a discussion of why traffic appears not to cause pavement wear!

Matthew Byrne; Tim Martin

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Tony Parry

University of Nottingham

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Jay G. Sanjayan

Swinburne University of Technology

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Riccardo Isola

University of Nottingham

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Andrew Dawson

University of Nottingham

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