Structural Analysis of Geological Faults and Potential Landslides in Anconcito, Santa Elena Province

Authors

  • Kervin Chunga Universidad Estatal Península de Santa Elena

DOI:

https://doi.org/10.26423/rctu.v1i2.20

Keywords:

landslide, listric normal faul, Anconcito, Santa Elena

Abstract

The Anconcito coastal sector, located in south western Santa Elena province, is affected by short duration geologic phenomena induced by the coastal dynamics in the area: (1) undermining of coastal cliffs, block toppling and rockfall which occur in the Anconcito site mainly caused by the dynamics of the marine erosion, y (2) landslides of sandstone and siltstone strata are displacement through listric normal faults with right-lateral strike components. This structural analysis allow to define the dominant tectonic with transpressive displacement associated to extensional or normal strain. Landslide and block toppling is what happened on August 12, 2010 and April 7, 2011, directly affecting the “2 de Febrero” site and destroying electric nets, road and housing. The landslide volume could be roughly ca. 306.305 m3, this value is calculated by structural graphic based morphometric analysis and geological interpretation of digital terrain. Another factors that may increase the rate of sliding of landmasses is rainfall associated with El Niño and, local recurrence of earthquakes with moderate magnitude Mw ≈ 5 amplifications or the arrival of seismic waves from distant earthquakes with magnitudes greater than Mw> 7. In conclusion, Anconcito sector and chiefly in the “2 de Febrero” site should be subject to study in detail in order to establish proper techniques for the beach area recovery and construction of breakwaters that will reduce swells energy

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References

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Published

2013-06-20

Issue

Section

Original Articles

How to Cite

Structural Analysis of Geological Faults and Potential Landslides in Anconcito, Santa Elena Province. (2013). UPSE Scientific and Technological Magazine, 1(2), 76-83. https://doi.org/10.26423/rctu.v1i2.20