Geodynamics evaluation and geothecnic modelling of Madrigal landslide – Arequipa

Authors

  • Juan Carlos Gómez Avalos Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía. Lima, Perú
  • Enrique Guadalupe Gómez Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía. Lima, Perú
  • Ciro Bedia Guillén Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía. Lima, Perú
  • Néstor Chacón Abad Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía. Lima, Perú

DOI:

https://doi.org/10.15381/iigeo.v20i39.14165

Keywords:

geodynamics, landslides, geodesy, geotechnics

Abstract

The district of Madrigal, Province of Caylloma, Arequipa, is affected by a rotational slip that has been activated since 1959 and which currently shows a high danger and therefore levels of high physical vulnerability. This locality is based on fine foundation soil of lacustrine origin. Studies of photointerpretation of aerial photos of the years 1955, 1970 and 1997 determined that in almost 50 years the landslide of Madrigal increased the unstable area by 0.6 km2. The sliding rotational type that affects the physical safety of Madrigal involves 70% of the area of the district. Geodetic monitoring with GPS and EDM between 2001 and 2014 displacement rates were established between 0.3 and 0.4 m respectively.

The stability analysis in the sectors Ushina and Pullhuay yields values of Safety Factor (FS) less than 1 in static and pseudo-static condition and numerical modeling show that the middle and lower part of Madrigal is in critical unstable condition.

To reduce vulnerability, a crowning drainage of 500 m is proposed for the height of the 3290 m height, a stabilizing filler at the foot of the main escarpment (dimension 3090 m) and a gabion type support structure in the bottom. In the middle part, there are benches with a drainage system to reduce the hydraulic load.

Author Biographies

  • Juan Carlos Gómez Avalos, Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía. Lima, Perú
    Maestría FIGMMG-UNMSM
  • Enrique Guadalupe Gómez, Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía. Lima, Perú
    Docente de la Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía de la UNMSM
  • Ciro Bedia Guillén, Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía. Lima, Perú
    Docente de la Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía de la UNMSM
  • Néstor Chacón Abad, Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía. Lima, Perú
    Docente de la Facultad de Ingeniería Geológica, Minas, Metalurgia y Geografía de la UNMSM

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Published

2017-07-15

Issue

Section

Artículos

How to Cite

Gómez Avalos, J. C., Guadalupe Gómez, E., Bedia Guillén, C., & Chacón Abad, N. (2017). Geodynamics evaluation and geothecnic modelling of Madrigal landslide – Arequipa. Revista Del Instituto De investigación De La Facultad De Minas, Metalurgia Y Ciencias geográficas, 20(39), 49-56. https://doi.org/10.15381/iigeo.v20i39.14165