Particle Flow Modeling of Rock Blocks with Nonpersistent Open Joints under Uniaxial Compression

AbstractIn this study, numerical simulation of rock blocks with nonpersistent open joints under uniaxial compression was undertaken using the particle flow modeling method. First, the micromechanical parameter values of intact material were calibrated through a trial-and-error process using macromec...

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Veröffentlicht in:	International journal of geomechanics 2016-12, Vol.16 (6)
Hauptverfasser:	Yang, X. X, Kulatilake, P. H. S. W, Chen, X, Jing, H. W, Yang, S. Q
Format:	Artikel
Sprache:	eng
Schlagworte:	Calibration Dipping Laboratory tests Mathematical models Mechanical properties Parameters Rock (material) Technical Papers
Online-Zugang:	Volltext
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