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    Shallow Slides in Compacted High Plasticity Clay Slopes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 007
    Author(s): C. P. Aubeny; R. L. Lytton
    Publisher: American Society of Civil Engineers
    Abstract: Shallow slide failures in embankments constructed of high plasticity clays create costly maintenance problems on highway projects and can threaten the integrity of water-retaining earth structures. This paper investigates ...
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    Effects of Inorganic and Polymer Filler on Tertiary Damage Development in Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 002
    Author(s): Zhiming Si; D. N. Little; R. L. Lytton
    Publisher: American Society of Civil Engineers
    Abstract: Two methods, a three-parameter (work-hardening) model and a pseudostrain energy model, were used to characterize permanent deformation-related damage potential of asphalt mixtures. The three parameters were calculated by ...
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    Characterization of Microdamage and Healing of Asphalt Concrete Mixtures 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 006
    Author(s): Zhiming Si; D. N. Little; R. L. Lytton
    Publisher: American Society of Civil Engineers
    Abstract: The pseudo-strain concept based on Schapery’s extended nonlinear elastic-viscoelastic correspondence principle is demonstrated by a considerable database to be able to characterize both microdamage and microdamage healing ...
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    Fatigue and Healing Characterization of Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    Author(s): Yong-Rak Kim; D. N. Little; R. L. Lytton
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the effect of the processes on fatigue fracture and fracture healing during controlled-strain, dynamic mechanical analysis (DMA) testing. Sand asphalt samples were fabricated with two SHRP-classified ...
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    Evaluation of Damage Potential for Pavements due to Overweight Truck Traffic 

    Source: Journal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Jeongho Oh; E. G. Fernando; R. L. Lytton
    Publisher: American Society of Civil Engineers
    Abstract: Higher allowable axle loads of multiaxle trucks produce severe pavement damage, which leads to raising the budget to rehabilitate deteriorated sections. To minimize expected damage, it is necessary to design pavement to ...
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    Modeling of Pavement Response Using Nonlinear Cross-Anisotropy Approach 

    Source: Journal of Transportation Engineering, Part A: Systems:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Jeong-Ho Oh; R. L. Lytton; E. G. Fernando
    Publisher: American Society of Civil Engineers
    Abstract: The multidepth deflectometer (MDD) is used to estimate flexible pavement response subjected to permitted overweight truck traffic (gross vehicle weight up to 556 kN). This study focuses on using material constitutive models ...
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