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    Stochastic Finite-Element Approach to Quantify and Reduce Uncertainty in Pollutant Transport Modeling 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2011:;Volume ( 015 ):;issue: 003
    Author(s): Mohaddeseh Mousavi Nezhad; Akbar A. Javadi
    Publisher: American Society of Civil Engineers
    Abstract: One of the important issues in simulation of contaminant transport in the subsurface is how to quantify the hydraulic properties of soil that are randomly variable in space because of soil heterogeneity. Stochastic approaches ...
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    Enhancing Resilience of Intermittent Water Supply Systems to Power Outages 

    Source: Journal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 005:;page 04025007-1
    Author(s): Faten Ayyash; Akbar A. Javadi; Raziyeh Farmani
    Publisher: American Society of Civil Engineers
    Abstract: An estimated 1.3 billion people in South Asia, Latin America, and Africa receive water for domestic purposes through piped networks for limited periods, referred to as intermittent water supply (IWS). Electricity ...
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    Optimal Operation of Intermittent Water Supply Systems under Water Scarcity 

    Source: Journal of Water Resources Planning and Management:;2024:;Volume ( 150 ):;issue: 003:;page 04024001-1
    Author(s): Faten Ayyash; Chao Zhang; Akbar A. Javadi; Raziyeh Farmani
    Publisher: ASCE
    Abstract: In South Asia, Latin America, and Africa, approximately 1.3 billion people intermittently receive water for domestic use through piped networks, known as intermittent water supply (IWS). IWS poses high operation costs ...
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    Modeling of Uplift Resistance of Buried Pipeline by Geogrid and Grid-Anchor System 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 013 ):;issue: 001:;page 04021075
    Author(s): S. Reza Maljaei; Hooshang Katebi; Majid Mahdi; Akbar A. Javadi
    Publisher: ASCE
    Abstract: This paper presents an experimental and numerical analysis of the uplift resistance of pipelines buried in reinforced soil. The behavior of the system is studied using a set of laboratory experiments. The pull-out forces ...
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    A Weighted Likelihood Ensemble Approach for Failure Prediction of Water Pipes 

    Source: Journal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 002:;page 04024066-1
    Author(s): Ramiz Beig Zali; Milad Latifi; Akbar A. Javadi; Raziyeh Farmani
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a novel weighted likelihood ensemble approach for predicting pipe failures in water distribution networks (WDNs). The proposed method leverages ensemble modeling, specifically stacking, to enhance ...
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    Semisupervised Clustering Approach for Pipe Failure Prediction with Imbalanced Data Set 

    Source: Journal of Water Resources Planning and Management:;2024:;Volume ( 150 ):;issue: 002:;page 04023078-1
    Author(s): Ramiz Beig Zali; Milad Latifi; Akbar A. Javadi; Raziyeh Farmani
    Publisher: ASCE
    Abstract: In recent years, machine learning (ML) approaches have been used widely for water pipe condition assessment and failure prediction. These methods require a considerable amount of data from water distribution networks (WDNs). ...
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    Experimental Study of the Static and Dynamic Characteristics of Lightweight EPS Composite Soils Treated with Cement 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 003:;page 04023606-1
    Author(s): Ali Zendehdel Nobari; Alireza Saeedi Azizkandi; Akbar A. Javadi; Hamid Reza Mohebbi
    Publisher: ASCE
    Abstract: Expanded polystyrene (EPS) beads mixed with soil and cement are a new type of artificial lightweight fill material used in geotechnical practices. Hence, it is necessary to adopt an exhaustive procedure for evaluating the ...
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