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Volume 42 Issue 6
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LIU Meng-cheng, WANG Zi-xuan, WANG Yang-yang. Constitutive modeling of creep behaviors of coarse-grained materials[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(6): 1108-1114. DOI: 10.11779/CJGE202006015
Citation: LIU Meng-cheng, WANG Zi-xuan, WANG Yang-yang. Constitutive modeling of creep behaviors of coarse-grained materials[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(6): 1108-1114. DOI: 10.11779/CJGE202006015
shu

Constitutive modeling of creep behaviors of coarse-grained materials

  • 1.

    College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China

  • 2.

    Zhejiang Scientific Research Institute of Transport, Hangzhou 311305, China

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  • Received Date: April 12, 2019
  • Available Online: December 07, 2022
    Graphical Abstract
    • Abstract
  • The creep empirical model, which is characterized as an exponential function, is proposed for coarse-grained materials (CGMs) based on analyses of their creep evolution, and the final creeps are described by the state-dependent formulations. Within a constitutive framework of coupled breakage and friction dissipation (CBFD), an elasto-visco-plasticity model is developed for CGMs by incorporating the above-mentioned creep formulations into the hardening rules of post CBFD elasto-plasticity model. The reasonability and reliability of this model are preliminarily verified using the test data of a series of triaxial creep tests on CGMs. The numerical simulation about a high embankment (HE) filled with CGMs shows that: (1) The temporal and spatial evolution of stresses predicted by this model in the HE agrees with the measured trend of stress change in the HE projects; (2) Within 3 years of pos construction, the model predictions of settlement in the HE are in good agreement with the in-situ measured results. (3) The creep effect of CGMs is remarkable, and it is a significant factor which results in the long-term post construction settlement of HE filled with CGMs.
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    • References (24)
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