Hossein Hariri Asli
Hossein Hariri Asli has a total of 10 co-authors. Here are the top co-authors by number of shared publications:
- Homayoon Arbabkhah
Department of Industrial and Systems Engineering, Lamar University, Beaumont, TX 77710, USA
2 shared publications Mahdi Feizbahr
2 shared publications- Mohammad Nikookar
Department of Civil Engineering, University of Guilan, Rasht, Iran
2 shared publications Mohammad Sina Jahangir
2 shared publications- Nicholas Andres Brake
Department of Civil and Environmental Engineering, Lamar University, Beaumont, TX 77710, USA
2 shared publications Unique Bakhrel
2 shared publications
Latest Publications
- Open Access
- 22 September 2026
- Published by Elsevier in Results in Engineering
- Vol. 32
Data-driven climate-resilient pavement preservation in flood-prone urban roads: integrating flood exposure, ground deformation, and maintenance records
- 22 September 2026
- Published by Elsevier in Results in Engineering
- Vol. 32
Open AccessData-driven climate-resilient pavement preservation in flood-prone urban roads: integrating flood exposure, ground deformation, and maintenance records
- Open Access
- 21 March 2026
- Published by Elsevier in SSRN Electronic Journal
Interpretable Pavement Roughness Prediction in Southeast Texas Using Input Variable Selection and Flooding and Ground Deformation Exposure
Prediction of pavement roughness is central to network-level planning, yet environmental stressors remain underrepresented in data-driven models. This study develops an input variable selection and ensemble-learning workflow to predict the International Roughness Index (IRI) and support network-level identification of deterioration risk. Segment-level roadway data for Beaumont, Texas (2019–2023; ≈11,900 segments) integrate pavement condition surveys, design and geometry attributes, maintenance and rehabilitation (M&R) records, and environmental layers describing flood inundation depth and velocity, flood susceptibility, topographic convergence, and ground deformation. Edgeworth-approximation Conditional Mutual Information (EA-CMI) and SHapley Additive exPlanations (SHAP) are used to screen and interpret predictors, and Random Forest and Extreme Gradient Boosting (XGBoost) are evaluated against a linear baseline. XGBoost achieves the strongest performance (R² ≈ 0.79 in 2019; R² ≈ 0.73 in 2023), while a SHAP-guided reduced model retains near-parity accuracy with fewer inputs, lowering data demands for practical deployment. Inter-year transfer of the model trained on the 2019 data to the 2023 observations reveals temporal drift, with larger errors concentrated among the most distressed segments. EA-CMI prioritizes structural and distress-related variables while mitigating redundancy before model fitting, and SHAP corroborates the dominant role of distress indicators while highlighting interaction patterns associated with flooding and deformation. Spatial diagnostics indicate clustering in both roughness change and transfer residuals, with deterioration corridors more frequently co-located with high flood exposure and ground movement, whereas spatially coherent improvements are more consistent with recent M&R. Overall, the workflow supports updating and interpretation of roughness predictions for resilience-oriented pavement management in hazard-prone regions.
- 21 March 2026
- Published by Elsevier in SSRN Electronic Journal
Open AccessInterpretable Pavement Roughness Prediction in Southeast Texas Using Input Variable Selection and Flooding and Ground Deformation Exposure
Prediction of pavement roughness is central to network-level planning, yet environmental stressors remain underrepresented in data-driven models. This study develops an input variable selection and ensemble-learning workflow to predict the International Roughness Index (IRI) and support network-level identification of deterioration risk. Segment-level roadway data for Beaumont, Texas (2019–2023; ≈11,900 segments) integrate pavement condition surveys, design and geometry attributes, maintenance and rehabilitation (M&R) records, and environmental layers describing flood inundation depth and velocity, flood susceptibility, topographic convergence, and ground deformation. Edgeworth-approximation Conditional Mutual Information (EA-CMI) and SHapley Additive exPlanations (SHAP) are used to screen and interpret predictors, and Random Forest and Extreme Gradient Boosting (XGBoost) are evaluated against a linear baseline. XGBoost achieves the strongest performance (R² ≈ 0.79 in 2019; R² ≈ 0.73 in 2023), while a SHAP-guided reduced model retains near-parity accuracy with fewer inputs, lowering data demands for practical deployment. Inter-year transfer of the model trained on the 2019 data to the 2023 observations reveals temporal drift, with larger errors concentrated among the most distressed segments. EA-CMI prioritizes structural and distress-related variables while mitigating redundancy before model fitting, and SHAP corroborates the dominant role of distress indicators while highlighting interaction patterns associated with flooding and deformation. Spatial diagnostics indicate clustering in both roughness change and transfer residuals, with deterioration corridors more frequently co-located with high flood exposure and ground movement, whereas spatially coherent improvements are more consistent with recent M&R. Overall, the workflow supports updating and interpretation of roughness predictions for resilience-oriented pavement management in hazard-prone regions.
- 23 November 2017
- Published by Taylor & Francis
- p. 115-134
Three-Dimensional Heat Transfer and Water Flow Modeling
116A finite volume (FV) method is used to solve the conjugate heat transfer through the heat sinks. In this work the flow and heat transfer development regions inside the tubes are considered. The numerical results are then compared with the available experimental data. The effects of liquid velocity through channels and their effects on heat transfer and pressure drop along microchannels are investigated. Finally, the effects of aspect ratio on heat dissipation and pressure drop in microtubes are predicted.
- 23 November 2017
- Published by Taylor & Francis
- p. 115-134
Three-Dimensional Heat Transfer and Water Flow Modeling
116A finite volume (FV) method is used to solve the conjugate heat transfer through the heat sinks. In this work the flow and heat transfer development regions inside the tubes are considered. The numerical results are then compared with the available experimental data. The effects of liquid velocity through channels and their effects on heat transfer and pressure drop along microchannels are investigated. Finally, the effects of aspect ratio on heat dissipation and pressure drop in microtubes are predicted.
- 23 July 2012
- Published by Taylor & Francis
- p. 165-180
Computational Model for Water Hammer Disaster
- 23 July 2012
- Published by Taylor & Francis
- p. 181-185
Heat and Mass Transfer in Binary Mixtures; A Computational Approach
- 23 July 2012
- Published by Taylor & Francis
- p. 181-185
Heat and Mass Transfer in Binary Mixtures; A Computational Approach