Shohel Amin

Dr. Shohel Amin

Civil Engineering (Highways & Transportation), Institute for Clean Growth and Future Mobility, School of Energy, Construction and Environment, Coventry University, Coventry CV1 5FB, West Midlands, UK
orcid

Research Focus & Metrics

Academic Career Length

15Years (2012-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 September 2020 in Reliability Engineering & System Safety
Verified
Journal Article
Closed access
QGQingjun Guo
Qingjun Guo
MAMd Shohel Reza Amin
Md Shohel Reza Amin
QHQianwen Hao
Qianwen Hao
OHOlivier Haas
Olivier Haas

1 March 2021 in Transportation Research Interdisciplinary Perspectives
Verified
Journal Article
Open access
NANafis Anwari
Nafis Anwari
TATawkir Ahmed
Tawkir Ahmed
RIRakibul Islam
Rakibul Islam
HAHadiuzzaman
Hadiuzzaman
MAMd Shohel Reza Amin
Md Shohel Reza Amin

1 July 2016 in Road Materials and Pavement Design
Verified
Journal Article
Closed access
MAMd Shohel Reza Amin
Md Shohel Reza Amin
LALuis E. Amador-Jiménez
Luis E. Amador-Jiménez
The objective of this study is to apply the Backpropagation Neural (BPN) network with Generalised Delta Rule learning algorithm for reducing the measurement errors of pavement performance modelling. The Multi-Layer Perceptron network and sigmoid activation function are applied to build the BPN network of Pavement Condition Index (PCI). Collector and arterial roads of both flexible and rigid pavements in Montreal City are taken as a case study. The input variables of the PCI are Average Annual Daily Traffic (AADT), Equivalent Single Axle Loads (ESALs), Structural Number (SN), pavement age, slab thickness and difference in the PCI between the current and preceding year (ΔPCI). The BPN networks estimate that the PCI has inverse relationships with AADT, ESALs and pavement age. The PCI has positive relationships with these variables for roads that have recent treatment operations. The PCI has positive relationships with SN and slab thickness that imply the increase in pavement condition with increasing structural strength and slab thickness. The ΔPCI significantly influences the estimation of PCI values. The AADT and ESALs have considerable importance; however, pavement age and structural characteristics of the pavement have an insignificant influence in determining the PCI values, except in the case of flexible arterial roads.


1 October 2014 in Transportation Research Part D: Transport and Environment
Verified
Journal Article
Closed access
MAMd Shohel Reza Amin
Md Shohel Reza Amin
AZAlireza Zareie
Alireza Zareie
LALuis E. Amador-Jiménez
Luis E. Amador-Jiménez

1 March 2020 in Socio-Economic Planning Sciences
Verified
Journal Article
Closed access
MPMark Pagden
Mark Pagden
KNKevin Ngahane
Kevin Ngahane
MAMd Shohel Reza Amin
Md Shohel Reza Amin