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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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    Peak Shear Strength and Dilatancy of a Pleistocene Age Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Michael P. Esposito; Ronald D. Andrus
    Publisher: American Society of Civil Engineers
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    Liquefaction Resistance of Soils from Shear-Wave Velocity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author(s): Ronald D. Andrus; Kenneth H. Stokoe II
    Publisher: American Society of Civil Engineers
    Abstract: A simplified procedure using shear-wave velocity measurements for evaluating the liquefaction resistance of soils is presented. The procedure was developed in cooperation with industry, researchers, and practitioners and ...
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    Review of <i>Building on Sinkholes: Design and Construction of Foundations in Karst Terrain</i> by George F. Sowers 

    Source: Journal of Architectural Engineering:;1997:;Volume ( 003 ):;issue: 003
    Author(s): Ronald D. Andrus, Assoc. M.ASCE, Reviewer
    Publisher: American Society of Civil Engineers
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    At-Rest Lateral Stress Coefficient in Sands from Common Field Methods 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Akhter M. Hossain; Ronald D. Andrus
    Publisher: American Society of Civil Engineers
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    Resilience Evaluation of Water Supply Networks against Seismic Hazards 

    Source: Journal of Pipeline Systems Engineering and Practice:;2017:;Volume ( 008 ):;issue: 001
    Author(s): Zeinab Farahmandfar; Kalyan R. Piratla; Ronald D. Andrus
    Publisher: American Society of Civil Engineers
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    Model Uncertainty in Normalized Shear Modulus and Damping Relationships 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Jianfeng Zhang; Ronald D. Andrus; C. Hsein Juang
    Publisher: American Society of Civil Engineers
    Abstract: Model uncertainty associated with normalized shear modulus and material damping ratio relationships developed in a previous study is discussed in terms of standard deviations in this paper. The relationships were originally ...
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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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    Normalized Shear Modulus and Material Damping Ratio Relationships 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Jianfeng Zhang; Ronald D. Andrus; C. Hsein Juang
    Publisher: American Society of Civil Engineers
    Abstract: Predictive equations for estimating normalized shear modulus and material damping ratio of Quaternary, Tertiary and older, and residual/saprolite soils are presented in this paper. The equations are based on a modified ...
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