Estimation of REV for fractured rock masses based on Geological Strength Index

The representative elementary volume (REV) of fractured rock masses is a significant index to investigate the rock mass behaviors in the continuum mechanics. In this research, a new indicator to estimate the REV size of fractured rock masses based on the Geological Strength Index (GSI) is proposed....

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Published inInternational journal of rock mechanics and mining sciences (Oxford, England : 1997) Vol. 126; p. 104179
Main Authors Huang, Huajie, Shen, Jiayi, Chen, Qiushi, Karakus, Murat
Format Journal Article
LanguageEnglish
Published Berlin Elsevier Ltd 01.02.2020
Elsevier BV
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Abstract The representative elementary volume (REV) of fractured rock masses is a significant index to investigate the rock mass behaviors in the continuum mechanics. In this research, a new indicator to estimate the REV size of fractured rock masses based on the Geological Strength Index (GSI) is proposed. For this purpose, a new method that combines the PFC-based synthetic rock mass (SRM) model with the Hoek-Brown (HB) failure criterion is proposed to investigate the strength and deformation properties of fractured rock masses under biaxial stress conditions. Extensive numerical analyses are carried out to estimate variation of the uniaxial compression strength (UCS), deformation modulus (E) and GSI of the Brunswick mine rock mass with increasing the size of the SRM models up to a REV size. Results show that the GSI-based indicator gives relatively larger REV size compared with the traditional UCS or deformation modulus (E) based indicators. Compared with the traditional indicators, the proposed GSI-based indicator has merits of not only reflecting the geometrical characteristics of rock structures but also containing both geometrical and mechanical properties of discontinuities.
AbstractList The representative elementary volume (REV) of fractured rock masses is a significant index to investigate the rock mass behaviors in the continuum mechanics. In this research, a new indicator to estimate the REV size of fractured rock masses based on the Geological Strength Index (GSI) is proposed. For this purpose, a new method that combines the PFC-based synthetic rock mass (SRM) model with the Hoek-Brown (HB) failure criterion is proposed to investigate the strength and deformation properties of fractured rock masses under biaxial stress conditions. Extensive numerical analyses are carried out to estimate variation of the uniaxial compression strength (UCS), deformation modulus (E) and GSI of the Brunswick mine rock mass with increasing the size of the SRM models up to a REV size. Results show that the GSI-based indicator gives relatively larger REV size compared with the traditional UCS or deformation modulus (E) based indicators. Compared with the traditional indicators, the proposed GSI-based indicator has merits of not only reflecting the geometrical characteristics of rock structures but also containing both geometrical and mechanical properties of discontinuities.
ArticleNumber 104179
Author Karakus, Murat
Chen, Qiushi
Huang, Huajie
Shen, Jiayi
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  surname: Huang
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  givenname: Jiayi
  surname: Shen
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  organization: Glenn Department of Civil Engineering, Clemson University, Clemson, SC, 29634, USA
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  givenname: Murat
  surname: Karakus
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  organization: School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, SA, 5005, Australia
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Keywords Hoek-Brown
Numerical simulation
REV
Synthetic rock mass
GSI
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Snippet The representative elementary volume (REV) of fractured rock masses is a significant index to investigate the rock mass behaviors in the continuum mechanics....
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StartPage 104179
SubjectTerms Axial stress
Compression
Compressive strength
Continuum mechanics
Deformation
Geology
GSI
Hoek-Brown
Indicators
Mechanical properties
Modulus of deformation
Numerical simulation
REV
Rock masses
Rocks
Synthetic rock mass
Title Estimation of REV for fractured rock masses based on Geological Strength Index
URI https://dx.doi.org/10.1016/j.ijrmms.2019.104179
https://www.proquest.com/docview/2371766028
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