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    Implicit Algorithm for Modeling Unsaturated Soil Response in Three-Invariant Stress Space 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 004
    Author(s): Laureano R. Hoyos; Pedro Arduino
    Publisher: American Society of Civil Engineers
    Abstract: An implicit integration algorithm has been refined to predict the stress–strain–strength response of unsaturated soil under suction-controlled, multiaxial stress paths that are not achievable in a conventional cylindrical ...
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    Liquefaction Assessment in Unsaturated Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022067
    Author(s): Aritra Banerjee; Anand J. Puppala; Laureano R. Hoyos
    Publisher: ASCE
    Abstract: Liquefaction in soils has predominantly been associated with saturated soils. Under seismic activity, unsaturated soils are may also be susceptible to liquefaction. The implications of neglecting unsaturated soils that are ...
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    Modeling Essential Elastoplastic Features of Compacted Silty Sand via Suction-Controlled Triaxial Testing 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Ujwalkumar D. Patil; Laureano R. Hoyos; Anand J. Puppala
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results from a comprehensive series of suction-controlled, consolidated drained (CD) triaxial tests, conducted on statically compacted specimens of unsaturated silty sand, are presented. The experimental program ...
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    Diffused Double-Layer Swell Prediction Model to Better Characterize Natural Expansive Clays 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Anand J. Puppala; Aravind Pedarla; Alejandro Pino; Laureano R. Hoyos
    Publisher: American Society of Civil Engineers
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    Evaluation of Swell Behavior of Expansive Clays from Internal Specific Surface and Pore Size Distribution 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Aravind Pedarla; Anand J. Puppala; Laureano R. Hoyos; Bhaskar Chittoori
    Publisher: American Society of Civil Engineers
    Abstract: The interdependency of microsoil fabric-related properties and swell/shrink behavior of expansive soils needs to be identified to achieve a more thorough and accurate prediction of heave of expansive soils. In a recent ...
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    Resilient Moduli Response of Moderately Cement-Treated Reclaimed Asphalt Pavement Aggregates 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author(s): Anand J. Puppala; Laureano R. Hoyos; Ajay K. Potturi
    Publisher: American Society of Civil Engineers
    Abstract: The use of reclaimed asphalt pavement (RAP) aggregate materials in road construction reduces natural resource depletion and promotes the recycling of RAP materials for other applications. However, product variability and ...
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    Characterization of Cement-Fiber-Treated Reclaimed Asphalt Pavement Aggregates: Preliminary Investigation 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author(s): Laureano R. Hoyos; Anand J. Puppala; Carlos A. Ordonez
    Publisher: American Society of Civil Engineers
    Abstract: The use of reclaimed asphalt pavement (RAP) materials in road construction has been proven to reduce both the amount of construction debris disposed of in urban landfills and the rate of depletion of natural resources. ...
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    Evaluation of Swell Behavior of Expansive Clays from Internal Specific Surface and Pore Size Distribution 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Aravind Pedarla; Anand J. Puppala; Laureano R. Hoyos; Bhaskar Chittoori
    Publisher: American Society of Civil Engineers
    Abstract: The interdependency of microsoil fabric-related properties and swell/shrink behavior of expansive soils needs to be identified to achieve a more thorough and accurate prediction of heave of expansive soils. In a recent ...
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    Influence of In Situ Factors on Dynamic Response of Piedmont Residual Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): Laurence D. Wesley; Laureano R. Hoyos Jr.; Emir José Macari
    Publisher: American Society of Civil Engineers
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    Special Issue on Experimental and Computational Geomechanics for Unsaturated Soils 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): K. K. “Muralee” Muraleetharan; Laureano R. Hoyos; Louis Ge
    Publisher: American Society of Civil Engineers
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