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    Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024016-1
    Author(s): Zhijian Qiu; Athul Prabhakaran; Jinchi Lu; Ahmed Elgamal; Yewei Zheng
    Publisher: ASCE
    Abstract: Carbon footprint considerations have become one of the significant concerns in the construction and rehabilitation of public infrastructure. As such, sustainability metrics using carbon footprint are of particular significance ...
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    Carbon Footprint and Seismic Fragility Assessment of a Bridge–Foundation–Ground System Using Stone Columns as Liquefaction Countermeasures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 003:;page 04025005-1
    Author(s): Zhijian Qiu; Ahmed Ebeido; Athul Prabhakaran; Ahmed Elgamal; Yewei Zheng
    Publisher: American Society of Civil Engineers
    Abstract: Sustainability has emerged as a paramount concern in the construction and development of built infrastructure. This study delves into the environmental impact and vulnerability of an idealized bridge–foundation–ground ...
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    Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020152
    Author(s): Milad Jahed Orang; Ramin Motamed; Athul Prabhakaran; Ahmed Elgamal
    Publisher: ASCE
    Abstract: The significant damage observed during recent earthquakes resulting from liquefaction of shallow saturated soil deposits beneath structures has illustrated the need for further research in the area of liquefaction-induced ...
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    Polymer Injection and Liquefaction-Induced Foundation Settlement Mitigation: A Shake Table Testing Investigation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 008:;page 04023054-1
    Author(s): Athul Prabhakaran; Kyungtae Kim; Milad Jahed Orang; Zhijian Qiu; Ahmed Ebeido; Muhammad Zayed; Reza Boushehri; Ramin Motamed; Ahmed Elgamal; Cliff Frazao
    Publisher: ASCE
    Abstract: Shake table experiments are conducted to assess the potential of the polymer injection technique as a liquefaction countermeasure. A large 2.9 m high (10 ft) laminar soil container on a 3.9×1.85  m (13×6  ft) ...
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