Characterization of clastic rock using a biconcave bond model of DEM |
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| Authors: | C‐C Chiu M‐C Weng T‐H Huang |
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| Affiliation: | 1. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan;2. Department of Civil and Environmental Engineering, National University of Kaohsiung, Kaohsiung, Taiwan |
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| Abstract: | This paper presents a biconcave bond model to investigate the effect of the cementation between grains on the mechanical behavior of rock. The proposed model considers the shape of the bonds among particles that have a biconcave cement form, based on observations of microscopic rock images. The general equations of the proposed model are based on Dvorkin theory. The accuracy and efficiency of the bond model is improved in three ways. After the biconcave bond model is implemented in the discrete element method software Particle Flow Code in 2 Dimensions, a series of numerical uniaxial compression tests were performed to investigate the relationships between the micro‐ to macro‐parameters. The simulations revealed that the biconcave bond model reflects the effect of micro‐parameters, such as the elastic modulus and Poisson's ratio of the cement, on the macroscopic deformation of cemented granular material. Variations in the bond geometry caused extremely diverse macro‐mechanical behaviors. Experimental results concerning rock demonstrate that the biconcave bond model accurately captures the mechanical behavior of intact rock and supports an innovative method for investigating the relationships between the micro‐ and macro‐parameters of cemented granular material. Copyright © 2016 John Wiley & Sons, Ltd. |
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| Keywords: | Bond cementation discrete element method (DEM) granular material rock |
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