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A bond failure criterion for DEM simulations of cemented geomaterials considering variable bond thickness

Authors

  • Mingjing Jiang,

    1. Department of Geotechnical Engineering, Tongji University, Shanghai, China
    2. State Key Laboratory of Disaster Reduction in Civil Engineering, Shanghai, China
    3. Key Laboratory of Geotechnical and Underground Engineering (Tongji University), Ministry of Education, Shanghai, China
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  • Fang Liu,

    Corresponding author
    1. Department of Geotechnical Engineering, Tongji University, Shanghai, China
    2. State Key Laboratory of Disaster Reduction in Civil Engineering, Shanghai, China
    3. Key Laboratory of Geotechnical and Underground Engineering (Tongji University), Ministry of Education, Shanghai, China
    • Correspondence to: Fang Liu, Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China.

      E-mail: liufang@tongji.edu.cn

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  • Yaping Zhou

    1. Department of Geotechnical Engineering, Tongji University, Shanghai, China
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SUMMARY

A series of micromechanical tests were conducted to investigate the bond failure criterion of bonded granules considering the effect of bond thickness, with the aim of enhancing the bond contact model used in the distinct element simulations of cemented geomaterials. The granules were idealized in a two-dimensional context as one pair of aluminum rods bonded by resin epoxy or cement. The mechanical responses of nearly 500 rod pairs were tested under different loading paths to attain the yield loads of bonded granules at variable bond thickness. This study leads to a generic bond failure criterion incorporating the effect of the bond thickness. The results show that the bond compressive resistance largely decreases with increasing bond thickness owing to the presence of the confinement at the bond-particle interface. The strength envelopes obtained from the combined shear compression tests and combined torsion compression tests have identical functional form, and they decrease in size with increasing bond thickness but remain unchanged in shape. Given the same cementation material, the generic bond strength envelope in a three-dimensional contact force space under different loading paths remains the same in shape but shrinks with the increase of bond thickness. Copyright © 2014 John Wiley & Sons, Ltd.

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