Use of Bottom Ash from a Thermal Power Plant and Lime to Improve Soils in Subgrades and Road Embankments

Author:

Vega-Zamanillo Ángel1ORCID,López-López Leticia1,López-López Esteban1,Calzada-Pérez Miguel Ángel1

Affiliation:

1. Group Caminos Santander, Department of Transports, Projects and Processes Technology, School of Civil Engineering, University of Cantabria, Avenida de los Castros s/n, 39005 Santander, Spain

Abstract

The present study has focused on stabilizing the soils of the embankments and improving the mechanical properties of gravel in subbases of pavements with different contents of bottom ash from thermal power plants and low percentages of lime. The density, humidity, simple resistance strength and bearing capacity of the new materials resulting from this combination have been studied. The results indicated that the optimal proportion of bottom ash added to the analyzed soil is 15%, while the optimal addition of lime is 1% for application in embankments and 2% for application in road subgrades. In clay soil that has a low simple resistance strength when 25% of bottom ash is added without lime, it can double the resistance. In the case of the gravel evaluated, it was found that the optimal ratio between the addition of bottom ash and lime is 6.5. In conclusion, it can be noted that soil that does not have any resistance when certain percentages of bottom ash are added, its properties are improved to be used in embankments.

Publisher

MDPI AG

Reference23 articles.

1. Herrero Núñez, E. (2008, January 21–23). Las Estabilizaciones de Suelos Arcillosos con Cal, Razón de ser y Criterios de Buena Práctica para su Aplicación con Éxito. Proceedings of the VIII Congreso Nacional de Firmes, Valladolid, Spain.

2. American Coal Ash Association (ACAA), and Federal Highway Administration (FHWA) (2003). Fly Ash Facts for Highway Engineers, American Coal Ash Association.

3. Class F Fly-Ash-Amended Soils as Highway Base Materials;Arora;J. Mater. Civil Eng.,2005

4. Protection of Environment by the Use of Fly Ash in Road Construction;Eskioglou;Glob. Nest. J.,2008

5. Mateos de Vicente, M. (1977). Strength of Mixtures of Natural Pozzolan, Lime and Sand, Colegio de Ingenieros de Caminos.

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