1. Impact of colloidal silica treatment on an earthfill dam
- Author
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Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. GGMM - Grup de Geotècnia i Mecànica de Materials, Fraccica, Alessandro, Spagnoli, Giovanni, Romero Morales, Enrique Edgar, Arroyo Alvarez de Toledo, Marcos, Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. GGMM - Grup de Geotècnia i Mecànica de Materials, Fraccica, Alessandro, Spagnoli, Giovanni, Romero Morales, Enrique Edgar, and Arroyo Alvarez de Toledo, Marcos
- Abstract
The impact of the use of sand treated with Colloidal Silica (CS) on a model 80 m high-earthfill dam was assessed through numerical modelling. The hydro-mechanical properties of the CS-Treated soil were taken from a previous laboratory study. Different strategies of treatment placement were studied, with increasing volumetric fractions of the dam being replaced by the treated material. Staged construction of the earthwork was simulated to evaluate the horizontal and vertical displacements at critical points within the dam. Different kinematics have been observed, depending on the quantities of CS-Treated material included in the soil structure. Moreover, the use of the treated soil was beneficial in terms of water outflow and upstream slope stability, in correspondence with different water reservoir levels. Different strategic patterns of CS-Treated sand placement are proposed herein to fully exploit the storage capacity of the dam, optimizing its stability. © 2022 American Society of Civil Engineers (ASCE). All rights reserved., Postprint (published version)
- Published
- 2022