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    Dilatancy and Shear Strength of Sand at Low Confining Pressures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): T. Chakraborty; R. Salgado
    Publisher: American Society of Civil Engineers
    Abstract: Sand dilates with shearing at a rate that increases with increasing relative density
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    Load and Resistance Factors for External Stability Checks of Mechanically Stabilized Earth Walls 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): D. Kim; R. Salgado
    Publisher: American Society of Civil Engineers
    Abstract: The use of load and resistance factor design (LRFD) to design geotechnical components of transportation infrastructure in the United States is now mandated by the Federal Highway Administration (FHWA). The advantages of ...
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    Computation of Cavity Expansion Pressure and Penetration Resistance in Sands 

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 004
    Author(s): R. Salgado; M. Prezzi
    Publisher: American Society of Civil Engineers
    Abstract: A cavity expansion-based theory for calculation of cone penetration resistance
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    Determination of Pile Base Resistance in Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): J. H. Lee; R. Salgado
    Publisher: American Society of Civil Engineers
    Abstract: Advances in the design of axially loaded piles are desirable because significant cost savings may result. Well-designed piles settle by amounts that are well tolerated by the superstructure and induce strains around the ...
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    Analysis of Cavity Expansion in Sand 

    Source: International Journal of Geomechanics:;2001:;Volume ( 001 ):;issue: 002
    Author(s): R. Salgado; M. F. Randolph
    Publisher: American Society of Civil Engineers
    Abstract: Cavity expansion analysis plays a significant role in modern soil mechanics. The analysis of many of the most important problems in the practice of geotechnical engineering (such as cone penetration testing, pile loading, ...
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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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    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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    Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): J. Kim; R. Salgado; H. S. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The limit-equilibrium method is commonly used for slope stability analysis. However, it is well known that the solution obtained from the limit-equilibrium method is not rigorous, because neither static nor kinematic ...
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    Shear Strength and Stiffness of Silty Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 005
    Author(s): R. Salgado; P. Bandini; A. Karim
    Publisher: American Society of Civil Engineers
    Abstract: The properties of clean sands pertaining to shear strength and stiffness have been studied extensively. However, natural sands generally contain significant amounts of silt and/or clay. The mechanical response of such soils ...
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    Assessment of Variable Uncertainties for Reliability-Based Design of Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): K. C. Foye; R. Salgado; B. Scott
    Publisher: American Society of Civil Engineers
    Abstract: LRFD shows promise as a viable alternative to the present working stress design (WSD) approach to shallow foundation design. The key improvements of LRFD over the traditional WSD are the ability to provide a more consistent ...
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