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    Evaluation on Deformation Behavior of Granular Base Material during Repeated Load Triaxial Testing by Discrete-Element Method 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 011:;page 04022210
    Author(s): Jue Li; Junhui Zhang; Anshun Zhang; Junhui Peng
    Publisher: ASCE
    Abstract: Granular base material (GBM) is widely used as the base/subbase course of pavement structure. In the mechanic–empirical design of flexible pavement, both the resilient modulus and permanent deformation are the major ...
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    Prediction of Resilient Modulus of Compacted Cohesive Soils in South China 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 007
    Author(s): Junhui Zhang; Junhui Peng; Jianlong Zheng; Liangliang Dai; Yongsheng Yao
    Publisher: American Society of Civil Engineers
    Abstract: The resilient modulus has been used to characterize the stress–strain nonlinear behavior of subgrade soils and is the primary property needed for pavement design and analysis. The degrees of stress and moisture content ...
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    Back-Calculation of Elastic Modulus of High Liquid Limit Clay Subgrades Based on Viscoelastic Theory and Multipopulation Genetic Algorithm 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 010
    Author(s): Junhui Zhang; Haishan Fan; Shiping Zhang; Jie Liu; Junhui Peng
    Publisher: ASCE
    Abstract: This paper presents a new model for modulus back-calculation for high liquid limit clay subgrades. In this model, the viscoelasticity theory is employed to describe the displacement hysteresis, and the multipopulation ...
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