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    Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral Spreading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Ramin Motamed; Ikuo Towhata
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents experimental results of 1-g shaking table model tests on a
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    Robust LRFD Resistance Factor Calibration for Axially Loaded Drilled Shafts in Las Vegas 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Kevin Stanton; Ramin Motamed; Sherif Elfass
    Publisher: American Society of Civil Engineers
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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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