Evaluation of Pore Size and Distribution Impacts on Uniaxial Compressive Strength of Lithophysal Rock

Volume: 43, Issue: 3, Pages: 1235 - 1246
Published: Sep 4, 2017
Abstract
Discrete element method (DEM) has been extensively used for studying the properties of rock mass through numerical simulation, which includes bonded particle (or grain) model method (BPM) and discrete fracture network method. In this paper, utilization of BPM for modeling uniaxial compressive strength (UCS) of lithophysal rock is explored and associated stages are discussed and calibrated including generation of particles, sample scale, loading...
Paper Details
Title
Evaluation of Pore Size and Distribution Impacts on Uniaxial Compressive Strength of Lithophysal Rock
Published Date
Sep 4, 2017
Volume
43
Issue
3
Pages
1235 - 1246
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