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    In Situ Measurement of Nonlinear Shear Modulus of Silty Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): A. Kurtulus; K. H. Stokoe II
    Publisher: American Society of Civil Engineers
    Abstract: A new field test method to evaluate in situ nonlinear shear modulus of soils was developed. The method utilizes a drilled shaft as a cylindrical, axisymmetric source for shear loading of soil at depth. The applicability ...
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    In Situ Estimate of Shear Wave Velocity Using Borehole Spectral Analysis of Surface Waves Tool 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): M. E. Kalinski; K. H. Stokoe, II
    Publisher: American Society of Civil Engineers
    Abstract: In situ field testing has been performed over the past several years at a silty sand site in Austin, Tex. using the borehole spectral analysis of surface waves (SASW) tool to develop the technique and assess the validity ...
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    Development of Constitutive Models for Linear and Nonlinear Shear Modulus and Material Damping Ratio of Uncemented Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 003:;page 04021192
    Author(s): Y. Wang; K. H. Stokoe
    Publisher: ASCE
    Abstract: The shear modulus (G) is the parameter commonly used to describe soil stiffness and to calculate shear deformations at small-to-moderate strains (γ<0.5%). The material damping ratio (D) is the parameter commonly used ...
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