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Structural Engineering and Mechanics
  Volume 69, Number 1, January10 2019 , pages 43-50
DOI: https://doi.org/10.12989/sem.2019.69.1.043
 


Numerical simulation of the effect of bedding layer on the tensile failure mechanism of rock using PFC2D
Vahab Sarfarazi, Hadi Haeri and Mohammad Fatehi Marji

 
Abstract
    In this research, the effect of bedding layer on the tensile failure mechanism of rocks has been investigated using PFC2D. For this purpose, firstly calibration of PFC2d was performed using Brazilian tensile strength. Secondly Brazilian test was performed on the bedding layer. Thickness of layers were 5 mm, 10 mm and 20 mm. in each thickness layer, layer angles changes from 0o to 90o with increment of 15o. Totally, 21 model were simulated and tested by loading rate of 0.016 mm/s. The results show that when layer angle is less than 15, tensile cracks initiates between the layers and propagate till coalesce with model boundary. Its trace is too high. With increasing the layer angle, less layer mobilizes in failure process. Also, the failure trace is very short. It's to be noted that number of cracks decrease with increasing the layer thickness. Also, Brazilian tensile strength is minimum when bedding layer angle is between 45o and 75o. The maximum one is related to layer angle of 90o.
 
Key Words
    bedding layer; Brazilian test; anisotropy; crack; PFC2D
 
Address
Vahab Sarfarazi: Department of Mining Engineering, Hamedan University of Technology, Hamedan, Iran
Hadi Haeri: Young Researchers and Elite Club, Bafgh Branch, Islamic Azad University, Bafgh, Iran
Mohammad Fatehi Marji: Department of Mining Engineering, Yazd University, Yazd, Iran
 

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