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    Applicability of a CPT-Based Neural Network Solution in Predicting Load-Settlement Responses of Bored Pile 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 006
    Author(s): Moayedi Hossein;Hayati Sajad
    Publisher: American Society of Civil Engineers
    Abstract: In this article, the results of load-settlement responses in piles bored from cone penetration tests (CPTs) are presented and discussed to present an accurate artificial intelligence (AI) model. Different AI computation ...
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    Liquefaction Potential Map of Charleston, South Carolina Based on the 1886 Earthquake 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): Hossein Hayati; Ronald D. Andrus
    Publisher: American Society of Civil Engineers
    Abstract: A liquefaction potential map of the peninsula of Charleston, S.C., is presented in this paper. Liquefaction potential is expressed in terms of the liquefaction potential index developed by Iwasaki et al. and calculated ...
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    Updated Liquefaction Resistance Correction Factors for Aged Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Hossein Hayati; Ronald D. Andrus
    Publisher: American Society of Civil Engineers
    Abstract: Data from over 30 sites in 5 countries are analyzed to develop updated factors for correcting liquefaction resistance for aged sand deposits. Results of cyclic laboratory tests on relatively undisturbed and reconstituted ...
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    Fragility-Based Optimal Design of Friction Pendulum Bearings in Seismically Isolated Liquid-Storage Tanks 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024109-1
    Author(s): Saman Bagheri; Hossein Hayati Raad; Ismail Farajpour
    Publisher: American Society of Civil Engineers
    Abstract: A fragility-based probabilistic framework is proposed for the optimal design of friction pendulum (FP) bearings in seismically isolated liquid-storage tanks. The isolation period and sliding friction coefficient of the FP ...
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    Correcting Liquefaction Resistance for Aged Sands Using Measured to Estimated Velocity Ratio 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Ronald D. Andrus; Hossein Hayati; Nisha P. Mohanan
    Publisher: American Society of Civil Engineers
    Abstract: Factors for correcting liquefaction resistance for aged sands using ratios of measured to estimated shear-wave velocity (MEVR) are derived in this paper. Estimated values of shear-wave velocity
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