Stability Analysis of the Volcanic Cave El Mirador (Galápagos Islands, Ecuador) Combining Numerical, Empirical and Remote Techniques

Author:

Rodríguez Guido1,Mulas Maurizio1ORCID,Loaiza Silvia1,Del Pilar Villalta Echeverria Michelle1,Yanez Vinueza Angel Amable2,Larreta Erwin13,Jordá Bordehore Luis4ORCID

Affiliation:

1. Campus Gustavo Galindo, Faculty of Engineering in Earth Sciences FICT, ESPOL Polytechnic University ESPOL, Km 30.5 Vía Perimetral, P.O. Box 09-01-5863, Guayaquil 090101, Ecuador

2. Municipal Autonomous Decentralized Government of Santa Cruz, Puerto Ayora 200350, Ecuador

3. Institute of Geological and Energetic Research (IIGE), Quito 170518, Ecuador

4. Department of Engineering and Terrain Morphology, Polytechnic University of Madrid, 28040 Madrid, Spain

Abstract

El Mirador de los Túneles is a tube-shaped volcanic cave with a sinuous structure in the Galápagos Islands formed due to cooled near-surface lava flows. Since this natural formation is considered a tourist site, a large number of people frequent it daily; however, its safety conditions have not yet been defined by a comprehensive geotechnical study. In this research, a stability analysis was carried out by combining both empirical methodologies based on geomechanical classifications using Barton’s Q Index and the recently created Cave Geomechanical Index (CGI), and numerical modeling through the finite element method. In addition, three-dimensional modelling was performed using the remote photogrammetric technique Structure from Motion (SfM) to create the numerical calculation sections and dimensions of the different critical parts of the cave. The results of the analysis showed that there is evidence of instability and subsidence along the tunnel. Furthermore, the geotechnical parameters obtained from the different methods complemented each other, resulting in more realistic engineering representation of the subsurface environment. Finally, a graph showing the two empirical methodologies Barton’s Q Index and CGI, with the addition of the Factors of Safety (FoS) obtained from the modeling is presented.

Funder

the Geotechnics Master Program of the Faculty of Engineering in Earth Sciences (FICT, acronym in Spanish) of ESPOL Polytechnic University

Publisher

MDPI AG

Subject

General Earth and Planetary Sciences

Reference42 articles.

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2. Waltham, T., Bell, F.G., Culshaw, M.G., Knez, M., and Slabe, T. (2005). Sinkholes and Subsidence: Karst and Cavernous Rocks in Engineering and Construction, Springer.

3. The explosive activity of the 1669 Monti Rossi eruption at Mt. Et-na (Italy);Mulas;J. Volcanol. Geotherm. Res.,2016

4. Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour;Alejano;Tunn. Undergr. Space Technol.,2009

5. Stability Assessment of Natural Caves Using Empirical Approaches and Rock Mass Classifications;Rock Mech. Rock Eng.,2017

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