Rain- and Seismic-Triggered Mass Movements in Coastal Ecuador—A Case Study of the “El Florón” Landslide in Portoviejo
On 23 April 2023, a rotational landslide occurred at El Florón III (Portoviejo, Ecuador), triggered by intense rainfall that increased saturation and water pressure in the pores of the colluvial materials. Therefore, the current research predominantly aimed to (i) characterize the geological, geophysical, and geotechnical conditions that controlled the instability, (ii) identify and validate the fault surface, and (iii) evaluate a stabilization alternative in accordance with the Ecuadorian Construction Standard (NEC-15). Additionally, a probabilistic analysis was conducted based on the post-landslide geotechnical characteristics of the material, obtained from direct shear tests, which served as the basis for the back-analysis that determined the parameters governing the soil’s behavior during the event. Based on the parameters obtained for the landslide analysis and the determination of safety factors in accordance with the guidelines of the Ecuadorian Construction Standard, a ground reinforcement configuration was proposed through the implementation of micropiles combined with terracing. This approach allowed for establishing a methodology applicable to landslide scenarios in equivalent environments, considering the specific geotechnical and climatic conditions of the area.
Authors
- Theofilos Toulkeridis (ORCID: https://orcid.org/0000-0003-1903-7914)
- Kervin Chunga (ORCID: https://orcid.org/0000-0002-2286-1843)
- Melany Melgar (ORCID: https://orcid.org/0009-0003-3171-8066)
- Nayeska Ramírez-Cevallos (ORCID: https://orcid.org/0009-0008-3408-4173)
Institutions
- Aristotle University of Thessaloniki (GR)
- Universidad de Las Américas (EC)
- Facultad Latinoamericana de Ciencias Ecuador (EC)
- Universidad Técnica de Manabí (EC)
Publication Details
- Journal
- Earth
- Published
- 2025-12-11
- DOI
- https://doi.org/10.3390/earth6040156
- Primary Topic
- Landslides and related hazards
- Type
- article
- Field-Weighted Citation Impact
- 0.00