A new rational method for calculating the GSI
Article Properties
-
LanguageEnglish
-
DOI (url)
-
Publication Date2009/01/01
-
Indian UGC (journal)
-
Refrences28
-
Citations61
-
G. Russo
Cite
Russo, G. “A New Rational Method for Calculating the GSI”. Tunnelling and Underground Space Technology, vol. 24, no. 1, 2009, pp. 103-11, https://doi.org/10.1016/j.tust.2008.03.002.
Russo, G. (2009). A new rational method for calculating the GSI. Tunnelling and Underground Space Technology, 24(1), 103-111. https://doi.org/10.1016/j.tust.2008.03.002
Russo, G. “A New Rational Method for Calculating the GSI”. Tunnelling and Underground Space Technology 24, no. 1 (2009): 103-11. https://doi.org/10.1016/j.tust.2008.03.002.
Russo G. A new rational method for calculating the GSI. Tunnelling and Underground Space Technology. 2009;24(1):103-11.
Journal Categories
Technology
Building construction
Architectural engineering
Structural engineering of buildings
Technology
Engineering (General)
Civil engineering (General)
You May Also Like
- The Geomechanics of CO2 Storage in Deep Sedimentary Formations
- Microstructure Investigation in Unsaturated Soils: A Review with Special Attention to Contribution of Mercury Intrusion Porosimetry and Environmental Scanning Electron Microscopy
- A Review of the Tensile Strength of Rock: Concepts and Testing
- A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials
- Crack Coalescence in Molded Gypsum and Carrara Marble: Part 1. Macroscopic Observations and Interpretation
Refrences
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Characterisation and engineering properties of tectonically undisturbed but lithologically varied sedimentary rock masses | International Journal of Rock Mechanics and Mining Sciences |
| 100 | 2005 |
| Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist Formation | Bulletin of Engineering Geology and the Environment |
| 316 | 1998 |
| Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system | 2004 | |||
| Classification as a tool in rock engineering | 2003 | |||
| Estimating the geotechnical properties of heterogeneous rock masses such as flysch | Bulletin of Engineering Geology and the Environment |
| 301 | 2001 |
Citations
| Title | Journal | Journal Categories | Citations | Publication Date |
|---|---|---|---|---|
| Rock slope stability assessment based on the critical failure state curve for the generalized Hoek‒Brown criterion | Environmental Earth Sciences |
| 2024 | |
| Empirical approaches for rock burst prediction: A comprehensive review and application to the new level of El Teniente Mine, Chile | Heliyon | 1 | 2024 | |
Geomechanical Characterization of the Rock Mass along a Deep Vertical Borehole | Geotechnics |
| 2024 | |
| Probability Quantification of GSI and D in Hoek–Brown Criterion Using Bayesian Inversion and Ultrasonic Test in Rock Mass | Rock Mechanics and Rock Engineering |
| 2 | 2023 |
| Empirical Evaluation of RMR, GSI, and Q for Underground Excavations | Iranian Journal of Science and Technology, Transactions of Civil Engineering |
| 1 | 2023 |
Citations Analysis
The category
Science: Geology 37
is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Numerical Analysis of Damage for Y-Shape Tunnel and was published in 2011. The most recent citation comes from a 2024 study titled Rock slope stability assessment based on the critical failure state curve for the generalized Hoek‒Brown criterion. This article reached its peak citation in 2021, with 9 citations. It has been cited in 30 different journals, 30% of which are open access. Among related journals, the Geotechnical and Geological Engineering cited this research the most, with 7 citations. The chart below illustrates the annual citation trends for this article.