Three-Dimensional Evaluation of Sand Particle Fracture Using Discrete-Element Method and Synchrotron Microcomputed Tomography Images

被引:22
作者
Jarrar, Zaher A. [1 ]
Alshibli, Khalid A. [1 ]
Al-Raoush, Riyadh I. [2 ]
机构
[1] Univ Tennessee, Dept Civil & Environm Engn, 325 John Tickle Bldg, Knoxville, TN 37996 USA
[2] Qatar Univ, Dept Civil & Architectural Engn, POB 2713, Doha, Qatar
基金
美国国家科学基金会;
关键词
Computed tomography; Fracture of silica sand; Bonded blocks model; Particle flow code in three dimensions (PFC3D); SURFACE-ROUGHNESS; BEHAVIOR; ROCK; STRENGTH; MODEL;
D O I
10.1061/(ASCE)GT.1943-5606.0002281
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Recent research showed that fracture of sand particles plays a significant role in determining the plastic bulk volumetric changes of granular materials under different loading conditions. One of the major tools used to better understand the influence of particle fracture on the behavior of granular materials is discrete-element modeling (DEM). This paper employed the bonded block model (BBM) to simulate the fracture behavior of sand. Each sand particle is modeled as an agglomerate of rigid blocks bonded at their contacts using the linear-parallel contact model, which can transmit both moment and force. DEM simulated particles closely matched the actual three-dimensional (3D) shape of sand particles acquired using high-resolution 3D synchrotron microcomputed tomography (SMT). Results from unconfined one-dimensional (1D) compression of a single synthetic silica cube were used to calibrate the model parameters. Particle fracture was investigated for specimens composed of three sand particles that were loaded under confined 1D compression. Breakage energy measured from DEM models matched well with that measured experimentally. The paper studied the effects of contact loading condition and particle interaction on the fracture mode of particles using BBM that can closely capture the 3D shape of real sand particles.
引用
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页数:10
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