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    Response of Simple Beam to Spatially Varying Earthquake Excitation 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 009
    Author(s): Ronald S. Harichandran; Weijun Wang
    Publisher: American Society of Civil Engineers
    Abstract: It may be important to consider the effect of the spatial variation of strong ground motion when determining the dynamic response of spatially extended structures. In this paper an empirical space‐time earthquake ground ...
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    Stochastic Spatial Excitation Induced by a Distributed Contact on Homogenous Gaussian Random Fields 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Lu Sun; William Kenis; Weijun Wang
    Publisher: American Society of Civil Engineers
    Abstract: The contact between vehicle tire and pavement surface random field is typically modeled as a point contact in the literature of vehicle-pavement interaction. In reality, tire-pavement interface can be considerably larger ...
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    Mechanical and Functional Self-Healing Characteristics of Hot-Poured Crack Sealant Exploiting Dynamic Shear Rheometer and Low-Temperature Tensile Tester 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 003:;page 04021018-1
    Author(s): Liping Cao; Chen Yang; Weijun Wang; Zejiao Dong
    Publisher: ASCE
    Abstract: As a kind of asphaltic material, hot-poured sealant with initial aging or failure will gradually self-heal during the change of ambient in the actual service process, so as to restore its service performance to a certain ...
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    Separation of Elastoviscoplastic Strains of Rock and a Nonlinear Creep Model 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 001
    Author(s): Yanlin Zhao; Lianyang Zhang; Weijun Wang; Wen Wan; Wenhao Ma
    Publisher: American Society of Civil Engineers
    Abstract: A series of triaxial creep tests were carried out on fractured limestone specimens under multilevel loading and unloading cycles to capture elastoviscoplastic strain components. A new data processing algorithm was proposed ...
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    Experimental Study on Shear Behavior and a Revised Shear Strength Model for Infilled Rock Joints 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Yanlin Zhao; Lianyang Zhang; Weijun Wang; Qiang Liu; Liming Tang; Guoming Cheng
    Publisher: ASCE
    Abstract: To better understand the shear behavior of infilled rock joints with standard joint roughness coefficient (JRC) profiles, direct shear experiments are performed on sand and clay infilled joints prepared by reproducing the ...
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    Experimental Study of Fracture Toughness and Subcritical Crack Growth of Three Rocks under Different Environments 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author(s): Yanlin Zhao; Lianyang Zhang; Jian Liao; Weijun Wang; Qiang Liu; Liming Tang
    Publisher: ASCE
    Abstract: This paper investigates fracture toughness and subcritical crack growth of marble, lherzolite, and amphibolite under different environments aiming to better understand the effect of environment, especially the acidic ...
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