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    Seismic Retrofit of Monorail Bridges Considering Soil–Pile–Bridge–Train Interaction 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Mohammad Shamsi; Ali Ghanbari
    Publisher: ASCE
    Abstract: Monorail bridges play an important role in urban transportation networks, and their proper seismic performance is an issue of great concern in earthquake-prone countries. Seismic isolation is a strategy that protects the ...
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    A Geotechnical Centrifuge Study on the Bearing Capacity of Ring Foundations Reinforced by Stone Columns 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024321-1
    Author(s): Sasan Amirafshari; Ali Ghanbari
    Publisher: American Society of Civil Engineers
    Abstract: Ring foundations are a distinct category of shallow foundations designed for the bearing loads of symmetrical structures with circular planes, such as bridge piers, liquid storage tanks, and wind turbines. In this study, ...
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    Application of Artificial Neural Network to Predict TDS in Talkheh Rud River 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Gholamreza Asadollahfardi; Aidin Taklify; Ali Ghanbari
    Publisher: American Society of Civil Engineers
    Abstract: Salinity ranks high among the list of parameters which demand attention during the planning and management of water quality, particularly for drinking and irrigation. If water quality is adequately predicted, then the ...
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    Physical and High-Temperature Rheological Properties of PHEMA-Modified Bitumen 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003
    Author(s): Alireza Khavandi Khiavi; Ali Ghanbari; Ebrahim Ahmadi
    Publisher: ASCE
    Abstract: The aim of this study was to investigate the influence of polymer 2 hydroxyethyl methacrylate (PHEMA) with different amounts (3%, 5%, and 7% by weight) on physical and high-temperature rheological properties of bitumen. ...
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    Seismic Response of RC Moment Frame Including Topography–Soil–Structure Interaction 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 004:;page 04021046-1
    Author(s): Mohammad Javad Shabani; Mohammad Shamsi; Ali Ghanbari
    Publisher: ASCE
    Abstract: The reflections of waves collide with the slope, and the reduction in the ground lateral stiffness in the areas near the slope crest affects buildings. In this research, using the three-dimensional simulation, the seismic ...
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    Dynamic Response of Three-Dimensional Midrise Buildings Adjacent to Slope under Seismic Excitation in the Direction Perpendicular to the Slope 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021204-1
    Author(s): Mohammad Javad Shabani; Mohammad Shamsi; Ali Ghanbari
    Publisher: ASCE
    Abstract: Buildings have different seismic responses in the topographic-soil–structural interaction (TSSI) conditions from those in the soil–structural interaction (SSI). This study utilizes 3D numerical analyses to investigate the ...
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    Evaluation of Poly 2-Hydroxyethyl Methacrylate—Modified Bitumen Aging Using NMR and FTIR Techniques 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001:;page 04020087
    Author(s): Alireza Khavandi Khiavi; Ali Ghanbari; Ebrahim Ahmadi
    Publisher: ASCE
    Abstract: The aging of bitumen occurs during heating of bitumen and production, storage, transport, laying, and compaction of hot mix asphalt and asphalt pavement serviceability time. This study investigated the effect of poly ...
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