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Numerical simulation of the anisotropic properties of a columnar jointed rock mass under triaxial compression

Long Yan (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China and Institute of Geotechnical Engineering, Hohai University, Nanjing, China and Department of Civil Engineering, University of Toronto, Toronto, Canada)
Weiya Xu (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China and Institute of Geotechnical Engineering, Hohai University, Nanjing, China)
Rubin Wang (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China and Institute of Geotechnical Engineering, Hohai University, Nanjing, China)
Qingxiang Meng (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China and Institute of Geotechnical Engineering, Hohai University, Nanjing, China)

Engineering Computations

ISSN: 0264-4401

Article publication date: 28 June 2018

Issue publication date: 23 July 2018

322

Abstract

Purpose

The purpose of this paper is to investigate the anisotropic characteristics of the special structure of a columnar jointed rock masses and provide reference to forecast the behavioral characteristics of real samples.

Design/methodology/approach

This study used FLAC3D numerical software to simulate the mechanical behavior of columnar jointed rock masses with different columns angles (ß) under different stress conditions. The peak strength, elastic modulus and Poisson’s ratio were obtained to investigate the strength, deformation characteristics and failure modes of the rock masses under conventional and true triaxial compression.

Findings

The results showed that the compressive strength of the specimens presents a U-shape under different joint inclinations. The strength of the specimens reaches a maximum value when ß = 90°, and the value for ß = 0° is slightly lower and reaches a minimum value when ß = 50°. The elastic modulus and Poisson’s ratio of the samples are obviously anisotropic, the anisotropic coefficient decreases with increasing confining pressure. When σ2 ≠ σ3, the peak strengths of the samples are related to the direction of the minor principal stress, and the failure modes of the samples are related to the confining pressure and joint inclination.

Originality/value

The present paper uses a numerical simulation method to examine the strength and deformation characteristics of a columnar jointed rock mass under conventional and true triaxial compression. The aim is to provide a reference to forecast the mechanical characteristics of test samples in the laboratory.

Keywords

Acknowledgements

The work presented in this paper was financially supported by the National Natural Science Foundation of China (Grant No. 51479049, 11172110, 51679069), the research innovation program of academic degree postgraduates of Jiangsu Province (KYLX16_0728).

Citation

Yan, L., Xu, W., Wang, R. and Meng, Q. (2018), "Numerical simulation of the anisotropic properties of a columnar jointed rock mass under triaxial compression", Engineering Computations, Vol. 35 No. 4, pp. 1788-1804. https://doi.org/10.1108/EC-07-2017-0240

Publisher

:

Emerald Publishing Limited

Copyright © 2018, Emerald Publishing Limited

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