Effect of micro-parameters on the Hoek-Brown strength parameter m i for intact rock using particle flow modeling

Qi Zhang, Hehua Zhu, Lianyang Zhang, Xiaobin Ding

Research output: Chapter in Book/Report/Conference proceedingConference contribution

6 Citations (Scopus)

Abstract

Hoek-Brown strength criterion has been used for analysis of a wide range of problems in rock mechanics and rock engineering. For intact rock, the criterion is mainly controlled by the strength parameter mi which is empirical and developed by trial and error. By representing intact rock as a densely packed cemented granular material, its mechanical behavior can be modeled using the particle flow modeling. In this paper, the three dimensional particle flow code PFC3D is used to conduct numerical tests on intact rock and investigate the effect of micro-parameters on the strength parameter mi. The micro-parameters which may affect the strength parameter mi, such as particle size, contact model type, the normal and shear strength are studied respectively. The results show that the particle size only has minor influence on the strength parameter mi and its effect can be simply ignored. The contact model type and the contact normal to shear strength ratio, however, both have major effect on the strength parameter mi. The parallel-bond model gives higher mi values than the contact-bond model. When the normal to shear strength ratio is smaller than 1, higher shear strength leads to large increase of parameter mi.

Original languageEnglish (US)
Title of host publication46th US Rock Mechanics / Geomechanics Symposium 2012
Pages2187-2193
Number of pages7
Volume3
StatePublished - 2012
Event46th US Rock Mechanics / Geomechanics Symposium 2012 - Chicago, IL, United States
Duration: Jun 24 2012Jun 27 2012

Other

Other46th US Rock Mechanics / Geomechanics Symposium 2012
CountryUnited States
CityChicago, IL
Period6/24/126/27/12

Fingerprint

flow modeling
Shear strength
Rocks
rock
shear strength
Particle size
Rock mechanics
Granular materials
particle size
effect
particle
parameter
rock mechanics
engineering

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

Cite this

Zhang, Q., Zhu, H., Zhang, L., & Ding, X. (2012). Effect of micro-parameters on the Hoek-Brown strength parameter m i for intact rock using particle flow modeling. In 46th US Rock Mechanics / Geomechanics Symposium 2012 (Vol. 3, pp. 2187-2193)

Effect of micro-parameters on the Hoek-Brown strength parameter m i for intact rock using particle flow modeling. / Zhang, Qi; Zhu, Hehua; Zhang, Lianyang; Ding, Xiaobin.

46th US Rock Mechanics / Geomechanics Symposium 2012. Vol. 3 2012. p. 2187-2193.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Zhang, Q, Zhu, H, Zhang, L & Ding, X 2012, Effect of micro-parameters on the Hoek-Brown strength parameter m i for intact rock using particle flow modeling. in 46th US Rock Mechanics / Geomechanics Symposium 2012. vol. 3, pp. 2187-2193, 46th US Rock Mechanics / Geomechanics Symposium 2012, Chicago, IL, United States, 6/24/12.
Zhang Q, Zhu H, Zhang L, Ding X. Effect of micro-parameters on the Hoek-Brown strength parameter m i for intact rock using particle flow modeling. In 46th US Rock Mechanics / Geomechanics Symposium 2012. Vol. 3. 2012. p. 2187-2193
Zhang, Qi ; Zhu, Hehua ; Zhang, Lianyang ; Ding, Xiaobin. / Effect of micro-parameters on the Hoek-Brown strength parameter m i for intact rock using particle flow modeling. 46th US Rock Mechanics / Geomechanics Symposium 2012. Vol. 3 2012. pp. 2187-2193
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