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    Smooth HDPE‐Clay Liner Interface Shear Strengths: Compaction Effects 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): R. B. Seed; R. W. Boulanger
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides two complete sets of shear strength data for smooth HDPE-compacted clay liner interfaces with two significantly different clay liner materials. Data are presented for interface shear strength behavior ...
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    Lateral Stress Effects on CPT Liquefaction Resistance Correlations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): R. Salgado; R. W. Boulanger; J. K. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: The liquefaction potential of sand is increasingly evaluated using correlations between cone penetration test (CPT) tip resistance and cyclic resistance. These CPT liquefaction correlations have generally been assumed to ...
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    Analysis of Steady Cone Penetration in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): H. S. Yu; L. R. Herrmann; R. W. Boulanger
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a novel finite-element procedure is used to analyze steady cone penetration in soils. Although the procedure is, in principle, applicable to clay and sand with any plasticity model, this paper is only concerned ...
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    Cyclic Loading Response of Silt with Multiple Loading Events 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 010
    Author(s): A. B. Price; J. T. DeJong; R. W. Boulanger
    Publisher: American Society of Civil Engineers
    Abstract: The evolution of cyclic resistance with multiple loading events is evaluated for nonplastic and low-plasticity silts with plasticity indices of 0 and 6, respectively. A series of direct simple shear tests with multiple ...
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