Geological and Geomorphological Characterization of the Anthropogenic Landslide of Pie de la Cuesta in the Vitor Valley, Arequipa, Peru
Metadatos
Mostrar el registro completo del ítemAutor
Infa, Rosmery; Chavez, Antenor; Soto, Jorge; Huanca, Joseph; Roberti, Gioachino; Ward, Brent; Aguilar, Rigoberto; Teixidó Ullod, TeresaEditorial
MDPI
Materia
anthropogenic landslide slow-moving landslide irrigation-triggered mass movements earth flow
Fecha
2024-10-31Referencia bibliográfica
Infa, R.; Chavez, A.; Soto, J.; Huanca, J.; Roberti, G.; Ward, B.; Aguilar, R.; Teixidó, T. Geological and Geomorphological Characterization of the Anthropogenic Landslide of Pie de la Cuesta in the Vitor Valley, Arequipa, Peru. Geosciences 2024, 14, 291. https://doi.org/10.3390/geosciences14110291
Patrocinador
National University of San Agustín of Arequipa (IBAIB-03-2018- UNSA)Resumen
This study presents the geological and geomorphological characterization of the Pie de
la Cuesta landslide, a large (>60 ha) slow-moving (up 4.5 m/month) landslide in Southern Peru.
The landslide has been active since 1975 and underwent a significant re-activation in 2016; the mass
movement has caused the loss of property and agricultural land and it is currently moving, causing
further damage to property and land. We use a combination of historical aerial photographs, satellite
images and field work to characterize the landslide’s geology and geomorphology. The landslide
is affecting the slope of the Vitor Valley, constituted by a coarsening upward sedimentary sequence
transitioning from layers of mudstone and gypsum at the base, to sandstone and conglomerate at the
top with a significant ignimbrite layer interbedded within conglomerates near the top of the sequence.
The landslide is triggered by an irrigation system that provides up to 10 L/s of water infiltrating
the landslide mass. This water forms two groundwater levels at lithological transitions between
conglomerates and mudstones, defining the main failure planes. The landslide is characterized
by three main structural domains defined by extension, translation and compression deformation
regimes. The extensional zone, near the top of the slope, is defined by a main horst–graben structure
that transitions into the translation zone defined by toppling and disaggregating blocks that eventually
become earth flows that characterize the compressional zone at the front of the landslides, defined by
thrusting structures covering the agricultural land at the valley floor. The deformation rates range
from 8 cm/month at the top of the slope to 4.5 m/month within the earth flows. As of May 2023,
22.7 ha of potential agricultural land has been buried.





