Structural modeling and geomechanical zoning of a tunnel in a rock mass in São José, Santa Catarina
DOI:
https://doi.org/10.5007/2177-5230.2025.e105705Keywords:
3D modeling, Geomechanics, Rock Mass RatingAbstract
The increasing demand for underground space utilization has driven the advancement of methodologies for geomechanical analysis of rock masses. This study developed a 3D model to represent discontinuities and geomechanical units of the rock mass in Tunnel 4, part of the Florianópolis Bypass in São José, Santa Catarina, Brazil. A total of 604 geomechanical mappings were analyzed, accounting for 1422 structural measurements of discontinuities, classified using the Rock Mass Rating (RMR) system. The findings revealed geomechanical variability throughout the tunnel, with lower-quality zones concentrated near the portals due to rock alteration and reduced integrity. Geomechanical classes were defined, with Class III being the most predominant, interspersed with Classes II, IV, and V based on RMR scores. The model facilitated the visualization of structural patterns, such as the influence of lineaments on rock mass quality and correlations among parameters like strength, RQD, and water infiltration. These insights provide a foundation for assessing tunnel stability and planning future underground projects.
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Este trabalho está licenciado com uma Licença Creative Commons - Atribuição 4.0 Internacional.