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    Full State of Stress and Strain at a Point near the Cone during Penetration Tests in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 007:;page 04025056-1
    Author(s): Wei Liu; Mark Talesnick; Mason Ghafghazi
    Publisher: American Society of Civil Engineers
    Abstract: Cone penetration testing (CPT) in calibration chambers is used to develop empirical correlations and validate numerical models. Hundreds of tests have been performed over the last few decades on sands, but nearly all ...
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    Effects of Imperfect Simple Shear Test Boundary Conditions on Monotonic and Cyclic Measurements in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021164
    Author(s): Daniel Wai; Mathan V. Manmatharajan; Mason Ghafghazi
    Publisher: ASCE
    Abstract: The direct simple shear (DSS) test is commonly used to assess the shear strength of soil, estimate liquefaction resistance, or calibrate constitutive models under the assumption of idealized simple shear conditions even ...
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    Factors Affecting Liquefaction Triggering of Granular Soils in Laboratory Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 006:;page 04025041-1
    Author(s): Mathan V. Manmatharajan; Edouardine-Pascale Ingabire; Alex Sy; Mason Ghafghazi
    Publisher: American Society of Civil Engineers
    Abstract: In practice, liquefaction assessment is driven by earthquake case histories, but the case-history database is limited and there are important gaps in the information available. As a result, laboratory tests have continued ...
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    Pile-Driving Mechanics at the Base as Informed by Direct Measurements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Kevin C. Kuei; Mason Ghafghazi; Jason T. DeJong
    Publisher: American Society of Civil Engineers
    Abstract: Determination of the base contribution to total pile capacity is an important aspect in the design of end-bearing piles. For driven piles, dynamic load testing and signal matching are the predominant approach for estimating ...
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    Instrumented Becker Penetration Test. II: iBPT-SPT Correlation for Characterization and Liquefaction Assessment of Gravelly Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Mason Ghafghazi; Jason T. DeJong; Alexander P. Sturm; Charles E. Temple
    Publisher: American Society of Civil Engineers
    Abstract: The Becker penetration test (BPT) is a widely used tool for the characterization of gravelly soils, especially for liquefaction assessment. An instrumented Becker penetration test (iBPT) was developed and integrated into ...
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    Instrumented Becker Penetration Test. I: Equipment, Operation, and Performance 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Jason T. DeJong; Mason Ghafghazi; Alexander P. Sturm; Daniel W. Wilson; Joel den Dulk; Richard J. Armstrong; Adam Perez; Craig A. Davis
    Publisher: American Society of Civil Engineers
    Abstract: The Becker penetration test (BPT) is a widely used tool for characterizing gravelly soils, especially for liquefaction assessment. Interpretation of BPT data is complicated by the variable energy transferred from the hammer ...
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    DSpace software copyright © 2002-2015  DuraSpace
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