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    Factors Influencing Thermal Resistivity of Sands 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 012
    Author(s): T. L. Brandon; J. K. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: Although many engineering projects require assessment of the thermal properties of soils for use in heat transfer calculations, geotechnical engineers are often unfamiliar with procedures for measuring these properties. A ...
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    Cavity Expansion and Penetration Resistance in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): R. Salgado; J. K. Mitchell; M. Jamiolkowski
    Publisher: American Society of Civil Engineers
    Abstract: A theory, based on cavity expansion and stress rotation analyses, is developed for computing the cone penetration resistance of sand. The sand is modeled as a nonlinear elastic-plastic material. The theory can be used for ...
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    Analysis of Cone Resistance: Review of Methods 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): H. S. Yu; J. K. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: Cone tip resistance is the most widely measured quantity in the cone penetration test. A brief review is made of presently available theories for the analysis of cone resistance. The theories are presented in forms that ...
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    Calibration Chamber Size Effects on Penetration Resistance in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): R. Salgado; J. K. Mitchell; M. Jamiolkowski
    Publisher: American Society of Civil Engineers
    Abstract: Calibration chamber tests provide an effective way to study cone penetration resistance in sands under controlled conditions. Calibration chamber tests are performed in large soil samples with known densities, consolidated ...
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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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    Calibration Chamber Size Effects on Penetration Resistance in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): Ramesh C. Gupta; R. Salgado; J. K. Mitchell; M. Jamiolkowski
    Publisher: American Society of Civil Engineers
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    Thermal Instability in Buried Cable Backfills 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): T. L. Brandon; J. K. Mitchell; J. T. Cameron
    Publisher: American Society of Civil Engineers
    Abstract: Buried high voltage power cables generate heat when a current is passed through the conductor, and failure of the cable may occur if the conductor or insulation temperature exceeds the design limit. Thermal instability, a ...
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    Effects of Placement Method on Geotechnical Behavior of Hydraulic Fill Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): K. M. Lee; C. K. Shen; D. H. K. Leung; J. K. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: Results of an investigation of the geotechnical behavior of a hydraulic sand placed at a land reclamation site in Hong Kong are presented and interpreted. The study was conducted to aid in developing guidelines for quality ...
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    Effects of Placement Method on Geotechnical Behavior of Hydraulic Fill Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 010
    Author(s): James A. Sladen; K. M. Lee; C. K. Shen; D. H. K. Leung; J. K. Mitchell
    Publisher: American Society of Civil Engineers
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    Analysis of Cone Resistance: Review of Methods 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Paul W. Mayne; James A. Schneider; H. S. Yu; J. K. Mitchell
    Publisher: American Society of Civil Engineers
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