Ahmed M. Abouelmaty

Dr. Ahmed M. Abouelmaty

civil engineering, University of Porto, Porto, Portugal
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orcid

Research Focus & Metrics

Academic Career Length

5Years (2022-Present)

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

Representative Publications

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20 January 2023 in Earthquake Engineering and Engineering Vibration
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Aires ColaçoAires Colaço
Aires Colaço
Ahmed M. AbouelmatyAhmed M. Abouelmaty
Ahmed M. Abouelmaty
PCP. Alves Costa
P. Alves Costa

26 September 2024 in Computers and Geotechnics
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Journal Article
Open access
Ahmed M. AbouelmatyAhmed M. Abouelmaty
Ahmed M. Abouelmaty
Aires ColaçoAires Colaço
Aires Colaço
AFAhmed A. Fares
Ahmed A. Fares
Ana RamosAna Ramos
Ana Ramos
PCPedro Alves Costa
Pedro Alves Costa

17 November 2022 in Vibration
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Aires ColaçoAires Colaço
Aires Colaço
Pedro Alves CostaPedro Alves Costa
Pedro Alves Costa
CPCecília Parente
Cecília Parente
Ahmed M. AbouelmatyAhmed M. Abouelmaty
Ahmed M. Abouelmaty
The present paper addresses the problem of generating and propagating vibrations induced by low-impact loading on a driven pile. In this context, an experimental test site was selected and characterized, where ground-borne vibrations induced by the application of a low dynamic loading on the pile head were measured using accelerometers placed at the ground surface. At the same time, a new numerical approach, based on a coupled FEM-PML (Finite Element Method-Perfectly Matched Layer) formulation, to model the pile–ground system was presented. A very satisfactory agreement was observed between the experimental data collected in these experiments and the prediction performed by the numerical model. The experimental data can be also used by other authors for the experimental validation of their or other prediction models.

4 April 2025 in Vibration
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Ahmed M. AbouelmatyAhmed M. Abouelmaty
Ahmed M. Abouelmaty
Aires ColaçoAires Colaço
Aires Colaço
Pedro Alves CostaPedro Alves Costa
Pedro Alves Costa
Driven piles are a common geotechnical solution for foundations in weak soil profiles. However, hammer impacts during the driving process can generate excessive levels of ground vibration, which, in extreme cases, can affect nearby structures and people. Due to the complexity of wave propagation in soils, the accurate prediction of these vibrations typically requires advanced numerical modeling approaches. To address this challenge, a surrogate modeling framework was developed by integrating Artificial Neural Networks (ANNs) and Extreme Gradient Boosting (XGBoost), trained on a synthetic dataset generated from an experimentally validated numerical model. The proposed surrogate model enables the rapid prediction of ground vibration characteristics, including peak particle velocity (PPV) and frequency content, across a broad range of soil, pile, and hammer conditions. In addition to its predictive capabilities, the tool allows users to design a specific mitigation measure (open trench) and compare the vibration levels with international standards. Experimental validation confirmed the model’s ability to replicate field measurements with acceptable accuracy. The expedited prediction tool is available as supplemental data and can be used by other researchers and technicians for quick and accurate ground vibration predictions.

3 October 2024 in Journal of Vibration Engineering & Technologies
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Ahmed M. AbouelmatyAhmed M. Abouelmaty
Ahmed M. Abouelmaty
MEMohamed I. S. Elmasry
Mohamed I. S. Elmasry
TATareq M. Abd-El-Aziz
Tareq M. Abd-El-Aziz

13 August 2026 in Vibration
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Aires ColaçoAires Colaço
Aires Colaço
Pedro Alves CostaPedro Alves Costa
Pedro Alves Costa
Mohammed HusseinMohammed Hussein
Mohammed Hussein
Ahmed M. AbouelmatyAhmed M. Abouelmaty
Ahmed M. Abouelmaty
The continued development and modernisation of railway networks, together with increasingly demanding expectations regarding human comfort, require careful assessment and mitigation of the effects of railway infrastructure on nearby buildings, their occupants, and vibration-sensitive equipment. Using a recently completed railway line in Portugal as a case study, this paper provides insights into predicting railway-induced ground-borne noise and vibration (GBN&V) during the environmental impact assessment stage. The initial predictions are compared with experimental measurements obtained during the exploration of the railway infrastructure, revealing a good match between predicted and observed ground-borne vibration levels. However, the direct application of the empirical FTA vibration-to-noise conversion factors underestimates the measured ground-borne noise levels. This discrepancy highlights the importance of the building-specific vibro-acoustic response and indicates that simplified conversion factors should be applied with caution.