Proceedings of the 2017 2nd International Symposium on Advances in Electrical, Electronics and Computer Engineering (ISAEECE 2017)

Numerical and Experimental Investigation of the Argillaceous Sandstone Mechanical Properties by the Discrete Element Method.

Authors
Chengxu Xiao, Shouchun Deng, Zhenghong Huang, Hong Zuo
Corresponding Author
Chengxu Xiao
Available Online March 2017.
DOI
10.2991/isaeece-17.2017.24How to use a DOI?
Keywords
Rock mechanics, Particle flow code, Mesoscopic parameters, Friction coefficient
Abstract

In this paper, the triaxial compression test of the argillaceous sandstone is carried out by using the digital control electrohydraulic servo testing machine (RMT-150C). Based on the results of the macroscopic test, we use the three-dimensional particle flow code to simulate the macroscopic stress and deformation characteristics of the argillaceous sandstone under the three-dimensional stress condition, and the meso-macroscopic parameters are connected to simulate the different porosity , The coefficient of friction, the bond strength on the specimen, and further improve the study of argillaceous sandstone. The results show that the simulation results of particle flow program are in good agreement with the macroscopic experiments, but the strength is slightly lower than the experimental value. The strength of argillaceous sandstone increases with the friction coefficient between the particles and the bond strength at the contact point. The strength decreases with the increase of the porosity ratio, but the effect is not as obvious as the friction coefficient. The significance of the study is to reveal the factors that reveeal the strength of coarse-grained soil from a microscopic point of view, breaking the limitations of conventional triaxial test.

Copyright
© 2017, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Download article (PDF)

Volume Title
Proceedings of the 2017 2nd International Symposium on Advances in Electrical, Electronics and Computer Engineering (ISAEECE 2017)
Series
Advances in Engineering Research
Publication Date
March 2017
ISBN
10.2991/isaeece-17.2017.24
ISSN
2352-5401
DOI
10.2991/isaeece-17.2017.24How to use a DOI?
Copyright
© 2017, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Chengxu Xiao
AU  - Shouchun Deng
AU  - Zhenghong Huang
AU  - Hong Zuo
PY  - 2017/03
DA  - 2017/03
TI  - Numerical and Experimental Investigation of the Argillaceous Sandstone Mechanical Properties by the Discrete Element Method.
BT  - Proceedings of the 2017 2nd International Symposium on Advances in Electrical, Electronics and Computer Engineering (ISAEECE 2017)
PB  - Atlantis Press
SP  - 127
EP  - 134
SN  - 2352-5401
UR  - https://doi.org/10.2991/isaeece-17.2017.24
DO  - 10.2991/isaeece-17.2017.24
ID  - Xiao2017/03
ER  -