Geophysical Study of a Large Landslide Affecting the Urban Area of Albuñuelas (S Spain)

Author:

Mita Mara1,Galiana-Merino Juan José23ORCID,Garrido Jesús4,Lenti Luca5,Martino Salvatore6ORCID,Pappadopoulo Jacopo7,Peláez José A.8ORCID,Benabdeloued Boualem Youcef Nassim39ORCID,Delgado José9ORCID

Affiliation:

1. Department of Géotechnique, Environment, Risques Naturels et Sciences de la Terre, Université Gustave Eiffel, 44344 CEDEX Bouguenais, France

2. University Institute of Physics Applied to Sciences and Technologies, University of Alicante, Crta. San Vicente del Raspeig, s/n, 03080 Alicante, Spain

3. Department of Physics, Systems Engineering and Signal Theory, University of Alicante, Ctra. San Vicente del Raspeig, s/n, 03080 Alicante, Spain

4. Department Civil Engineering, University of Granada, 18071 Granada, Spain

5. Institut Français des Sciences et Technologies des Transports, de l’Aménagement et des Réseaux (IFSTTAR), Université Gustave Eiffel, 14-20 Boulevard Newton, Champs-sur-Marne, 77447 Marne la Vallée, France

6. Department of Earth Science and Research Centre for Geological Risk (CERI), Università di Roma “La Sapienza”, 00185 Roma, Italy

7. Geo2Siena, 53100 Siena, Italy

8. Department of Physics, University of Jaén, 23071 Jaén, Spain

9. Department of Earth and Environmental Sciences, University of Alicante, Ctra. San Vicente del Raspeig, s/n, 03080 Alicante, Spain

Abstract

The urban area of Albuñuelas, a small town located to the south of Granada (S Spain), has been developed in terrain affected by a large-scale rotational landslide with very slow rate of movement. Despite this situation, the internal structure of the landslide and how it has evolved to its present state has not been analyzed in depth up to now. In this paper, we present the first study performed on this landslide to define its configuration and characteristics. For this purpose, ambient noise single-station and array measurements were carried out along several cross-sections of the landslide. The inversion of the measurements has allowed for the estimation of the soil stratigraphy at each site of measurement. These geophysical results have been constrained by data from a borehole drilled in the zone and from field observations of the local geology, allowing for the reduction in uncertainties in the results. A geological–geophysical model of the landslide has been built from these data, showing that the landslide thicknesses is greater than 50 m in its central parts and above 60 m in the upper ones. This model reveals that the evolution of the landslide was complex, with several dislodged elements (blocks) that moved in sequence (retrogression) and were partially eroded in order to explain present morphology. The future evolution of this landslide will be controlled by the composition of the materials surveyed along the foot of the valley, being the western part where there are more erodible materials according to the obtained results.

Funder

EU

Secretaría de Estado de Investigación, Desarrollo e Innovación of the Spanish government

Spanish Investigation Agency

Conselleria de Innovación, Universidades, Ciencia y Sociedad Digital de la Generalitat Valenciana

Junta de Andalucía

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Reference63 articles.

1. Turner, A.K., and Schuster, R.L. (1996). Landslides. Investigation and Mitigation. Special Report 247, National Academy Press. Transportation Research Board.

2. Duncan, J.M., and Wright, S.G. (2005). Soil Strength and Slope Stability, John Willey & Sons.

3. Geophysical investigation of landslides: A review;Jongmans;Bull. Soc. Géol. Fr.,2007

4. A review of conventional techniques for subsurface characterization of landslides;Rogers;Environ. Earth Sci.,2017

5. A review of the advantages and limitations of geophysical investigations in landslide studies;Pazzi;Int. J. Geophys.,2019

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