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The geological strength index: applications and limitations

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TLDR
The geological strength index (GSI) is a system of rock-mass characterization that has been developed in engineering rock mechanics to meet the need for reliable input data, particularly those related to rock mass properties required as inputs into numerical analysis or closed form solutions for designing tunnels, slopes or foundations in rocks as mentioned in this paper.
Abstract
The geological strength index (GSI) is a system of rock-mass characterization that has been developed in engineering rock mechanics to meet the need for reliable input data, particularly those related to rock-mass properties required as inputs into numerical analysis or closed form solutions for designing tunnels, slopes or foundations in rocks. The geological character of rock material, together with the visual assessment of the mass it forms, is used as a direct input to the selection of parameters relevant for the prediction of rock-mass strength and deformability. This approach enables a rock mass to be considered as a mechanical continuum without losing the influence geology has on its mechanical properties. It also provides a field method for characterizing difficult-to-describe rock masses. After a decade of application of the GSI and its variations in quantitative characterization of rock mass, this paper attempts to answer questions that have been raised by the users about the appropriate selection of the index for a range of rock masses under various conditions. Recommendations on the use of GSI are given and, in addition, cases where the GSI is not applicable are discussed. More particularly, a discussion and suggestions are presented on issues such as the size of the rock mass to be considered, its anisotropy, the influence of great depth, the presence of ground water, the aperture and the infilling of discontinuities and the properties of weathered rock masses and soft rocks.

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Citations
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Journal ArticleDOI

The Hoek–Brown Failure Criterion

TL;DR: A list of symbols for major principal stress and minor principal stress can be found in this paper, along with a list of Symbols for Uniaxial Compressive Strength Index (USGS).
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The 2003 Canadian Geotechnical Colloquium: Mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling

TL;DR: In this article, the authors used analytical and micromechanical tools to validate a simple empirical predictive model for tunnel spall initiation in hard-rock and granitoid or gneissic ground.
Journal ArticleDOI

The Hoek–Brown failure criterion and GSI – 2018 edition

TL;DR: The Hoek-Brown criterion was introduced in 1980 to provide input for the design of underground excavations in rock as mentioned in this paper, and it has been applied in many projects around the world.
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The role of tectonic damage and brittle rock fracture in the development of large rock slope failures

TL;DR: In this paper, the authors illustrate the importance of considering the influence of tectonic structures not only on three-dimensional kinematic release but also in the reduction of rock mass properties due to induced damage.
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Stability charts for rock slopes based on the Hoek-Brown failure criterion

TL;DR: In this paper, the authors used numerical limit analysis to produce stability charts for rock slopes, which can be used to determine equivalent Mohr-Coulomb parameters for estimating the minor principal stress for steep and gentle slopes.
References
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Journal ArticleDOI

Practical estimates of rock mass strength

TL;DR: This paper summarises the interpretation of the Hoek-Brown failure criterion which has been found to work best in dealing with practical engineering problems.
Journal ArticleDOI

Engineering classification of rock masses for the design of tunnel support

TL;DR: In this article, an analysis of some 200 tunnel case records has revealed a useful correlation between the amount and type of permanent support and the rock mass quality, with respect to tunnel stability.
Book

Underground excavations in rock

Evert Hoek, +1 more
TL;DR: In this article, the geotechnical aspects of the design of underground openings for mining and civil engineering purposes are discussed, and a number of worked examples to assist the reader in applying the techniques described to his or her own problems.

Hoek-brown failure criterion - 2002 edition

TL;DR: The Hoek-Brown failure criterion for rock masses is widely accepted and has been applied in a large number of projects around the world as discussed by the authors, however, there are some uncertainties and inaccuracies that have made the criterion inconvenient to apply and to incorporate into numerical models and limit equilibrium programs.