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    Long-Term Deformation Analysis for a Vertical Concentrated Force Acting in the Interior of Fractional Derivative Viscoelastic Soils 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 005
    Author(s): Xiao-mi Li; Qian-qing Zhang; Ruo-feng Feng; Jian-gu Qian; Huan-wei Wei
    Publisher: ASCE
    Abstract: This paper gives a set of time-dependent displacement solutions for the case of a vertical concentrated force acting in the interior of fractional derivative viscoelastic soils. First, a three-dimensional fractional ...
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    Unified Strength Models of an Asphalt Mixture under Different Temperatures and Three-Dimensional Stresses 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 011
    Author(s): Tuo Huang; Mi Li; Yi Yang; Jing Xie; Hongfu Liu; Hui Yao; Qing Xu; Shuai Qi
    Publisher: ASCE
    Abstract: The goal of this paper is to reveal the influence of temperatures on the triaxial strength of asphalt mixtures. The triaxial compression and triaxial tensile tests, as well as plane tensile and compression/axial tensile ...
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    Semianalytical Solution for Long-Term Settlement of a Single Pile Embedded in Fractional Derivative Viscoelastic Soils 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 002:;page 04020246
    Author(s): Xiao-mi Li; Qian-qing Zhang; Shan-wei Liu
    Publisher: ASCE
    Abstract: This paper proposes a semianalytical solution to analyze the long-term settlement of a single pile embedded in fractional derivative viscoelastic soils under time-dependent loading. In this paper, a three-dimensional (3D) ...
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    Study on Multiple Failure Criteria of Asphalt Mixtures in Complex Stress States 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010:;page 04021272-1
    Author(s): Tuo Huang; Yao Tang; Mi Li; Jie Chen; Jing Xie; Songtao Lv; Guoping Qian; Hongfu Liu
    Publisher: ASCE
    Abstract: An asphalt mixture is always in a complex stress state during the service life of pavement. Its resistance can be objectively characterized only by applying the strength theory to establish the failure criterion model in ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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