Article ID Journal Published Year Pages File Type
6712448 Construction and Building Materials 2018 10 Pages PDF
Abstract
This paper presents the results of an experimental study for stabilizing expansive soil to determine its bearing capacity and mechanical properties via a triaxial test of the addition of biomass bottom ash. A double objective was targeted: reduction of the problems in using this type of soil and provision of a use for this type of waste. The results showed significant improvements in the mechanical. Therefore, herein is proposed the use of biomass bottom ash as a stabilizing agent for expansive soils, to improve the efficiency of the construction process by incorporating this product into a second life cycle as road bases.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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