Resilience index for earth retaining systems in road infrastructure

The construction of roads often involves cuts and embankments, requiring the use of earth retaining walls. This study estimates a resilience index for these systems based on four fundamental criteria: robustness, redundancy, resourcefulness, and recovery. To achieve this, quantitative weightings based on a multicriteria analysis were applied to the service life of both a rigid and a flexible retaining wall systems near the city of Bogotá, Colombia, considering maximum surface acceleration and groundwater level variations. The results indicate a resilience index of 0.78 for the rigid system and 0.82 for the flexible system, indicating that the flexible system exhibits a higher resilience capacity. These findings can inform risk management policies and resource optimization strategies, ultimately reducing entropy during the design, construction, and operation phases of road projects.

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Publication Details

Journal
Revista Facultad de Ingeniería Universidad de Antioquia
Published
2025-01-01
DOI
https://doi.org/10.17533/udea.redin.20250369
Primary Topic
Geotechnical Engineering and Analysis
Type
article
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0.00
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article

Resilience index for earth retaining systems in road infrastructure

Jorge Arturo Pineda Jaimes, Mario Guadalupe González Pérez, Sherley Catheryne Larrañaga-Rubio
Revista Facultad de Ingeniería Universidad de Antioquia
Geotechnical Engineering and Analysis
article

Resilience index for earth retaining systems in road infrastructure

Jorge Arturo Pineda Jaimes, Mario Guadalupe González Pérez, Sherley Catheryne Larrañaga-Rubio
article en

Abstract

The construction of roads often involves cuts and embankments, requiring the use of earth retaining walls. This study estimates a resilience index for these systems based on four fundamental criteria: robustness, redundancy, resourcefulness, and recovery. To achieve this, quantitative weightings based on a multicriteria analysis were applied to the service life of both a rigid and a flexible retaining wall systems near the city of Bogotá, Colombia, considering maximum surface acceleration and groundwater level variations. The results indicate a resilience index of 0.78 for the rigid system and 0.82 for the flexible system, indicating that the flexible system exhibits a higher resilience capacity. These findings can inform risk management policies and resource optimization strategies, ultimately reducing entropy during the design, construction, and operation phases of road projects.

Revista Facultad de Ingeniería Universidad de Antioquia
Universidad de Guadalajara (MX), Universidad Distrital Francisco José de Caldas (CO), Universidad Especializada de las Américas (PA)
Openalex Percentile: Top 93%
Geotechnical Engineering and Analysis
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