Published in Computational Particle Mechanics, Vol. 2 (2), pp. 139–160, 2015
doi: 10.1007/s40571-015-0044-9

Abstract

This paper presents a local constitutive model for modelling the linear and non linear behavior of soft and hard cohesive materials with the discrete element method (DEM). We present the results obtained in the analysis with the DEM of cylindrical samples of cement, concrete and shale rock materials under a uniaxial compressive strength (UCS) test, different triaxial tests, a uniaxial strain compaction (USC) test and a brazilian tensile strength (BTS) test. DEM results compare well with the experimental values in all cases.

Full document

The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document
Back to Top

Document information

Published on 01/01/15
Submitted on 20/11/17

DOI: 10.1007/s40571-015-0044-9
Licence: CC BY-NC-SA license

Document Score

0

Times cited: 21
Views 23
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?