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Featured researches published by Xiaobin Ding.


Rock Mechanics and Rock Engineering | 2014

Effect of Model Scale and Particle Size Distribution on PFC3D Simulation Results

Xiaobin Ding; Lianyang Zhang; Hehua Zhu; Qi Zhang

This paper investigates the effect of model scale and particle size distribution on the simulated macroscopic mechanical properties, unconfined compressive strength (UCS), Young’s modulus and Poisson’s ratio, using the three-dimensional particle flow code (PFC3D). Four different maximum to minimum particle size (dmax/dmin) ratios, all having a continuous uniform size distribution, were considered and seven model (specimen) diameter to median particle size ratios (L/d) were studied for each dmax/dmin ratio. The results indicate that the coefficients of variation (COVs) of the simulated macroscopic mechanical properties using PFC3D decrease significantly as L/d increases. The results also indicate that the simulated mechanical properties using PFC3D show much lower COVs than those in PFC2D at all model scales. The average simulated UCS and Young’s modulus using the default PFC3D procedure keep increasing with larger L/d, although the rate of increase decreases with larger L/d. This is mainly caused by the decrease of model porosity with larger L/d associated with the default PFC3D method and the better balanced contact force chains at larger L/d. After the effect of model porosity is eliminated, the results on the net model scale effect indicate that the average simulated UCS still increases with larger L/d but the rate is much smaller, the average simulated Young’s modulus decreases with larger L/d instead, and the average simulated Poisson’s ratio versus L/d relationship remains about the same. Particle size distribution also affects the simulated macroscopic mechanical properties, larger dmax/dmin leading to greater average simulated UCS and Young’s modulus and smaller average simulated Poisson’s ratio, and the changing rates become smaller at larger dmax/dmin. This study shows that it is important to properly consider the effect of model scale and particle size distribution in PFC3D simulations.


International Journal of Rock Mechanics and Mining Sciences | 2011

Study of scale effect on intact rock strength using particle flow modeling

Qi Zhang; Hehua Zhu; Lianyang Zhang; Xiaobin Ding


International Journal of Rock Mechanics and Mining Sciences | 2014

A new contact model to improve the simulated ratio of unconfined compressive strength to tensile strength in bonded particle models

Xiaobin Ding; Lianyang Zhang


International Journal of Rock Mechanics and Mining Sciences | 2012

A rock expert system for the evaluation of rock properties

Lianyang Zhang; Xiaobin Ding; Muni Budhu


45th U.S. Rock Mechanics / Geomechanics Symposium | 2011

Simulation of Rock Fracturing Using Particle Flow Modeling: Phase I - Model Development And Calibration

Xiaobin Ding; Lianyang Zhang


International Journal of Rock Mechanics and Mining Sciences | 2010

Variance of non-parametric rock fracture mean trace length estimator

Lianyang Zhang; Xiaobin Ding


Acta Geotechnica | 2016

Experimental and numerical investigation into surface strength of mine tailings after biopolymer stabilization

Rui Chen; Xiaobin Ding; Dan Ramey; Ilsu Lee; Lianyang Zhang


46th US Rock Mechanics / Geomechanics Symposium 2012 | 2012

Effect of model scale on mechanical properties of rocks based on PFC3D modeling

Xiaobin Ding; Lianyang Zhang


49th U.S. Rock Mechanics/Geomechanics Symposium | 2015

Numerical study of cracking process using a new contact model

Xiaobin Ding; Lianyang Zhang


48th U.S. Rock Mechanics/Geomechanics Symposium | 2014

A New Contact Model for DEM Analysis of Rock

Xiaobin Ding; Lianyang Zhang

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Rui Chen

University of Arizona

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