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    Pore Water Pressure Response during Tsunami Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Abbas Abdollahi; H. Benjamin Mason
    Publisher: ASCE
    Abstract: Tsunamis induce excess pore water pressure gradients in coastal sediment beds. The excess pore water pressure gradient induced during tsunami loading along with the shear stress caused by the tsunami flow can cause significant ...
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    Coupled Seepage-Deformation Model for Predicting Pore-Water Pressure Response during Tsunami Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 003
    Author(s): Abbas Abdollahi; H. Benjamin Mason
    Publisher: American Society of Civil Engineers
    Abstract: Tsunamis induce pore-water pressures in coastal soil beds, and understanding how tsunami-induced excess pore-water pressure gradients form is not straightforward given the loading timescale and seepage effects. This study ...
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    Multihazard Earthquake and Tsunami Effects on Soil–Foundation–Bridge Systems 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
    Author(s): Trevor J. Carey; H. Benjamin Mason; Andre R. Barbosa; Michael H. Scott
    Publisher: American Society of Civil Engineers
    Abstract: Large earthquakes and tsunamis can damage or lead to the collapse of lifeline bridges, resulting in human and socioeconomic losses as well as prolonged recovery times. Although many simulation models are available for the ...
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    Nonlinear Soil–Foundation–Structure and Structure–Soil–Structure Interaction: Engineering Demands 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): Nicholas W. Trombetta; H. Benjamin Mason; Tara C. Hutchinson; Joshua D. Zupan; Jonathan D. Bray; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: Two geotechnical centrifuge tests were designed to elicit the influence of soil–foundation–structure interaction (SFSI) and structure–soil–structure interaction (SSSI) effects on the seismic demands of an inelastic frame ...
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