Engineering Properties of Silty Clay Stabilized with Calcium Carbide Residue

Abstract

Calcium carbide residue (CCR) is a waste product from acetylene gas factories, which is rich in calcium hydroxide (CaðOHÞ2). Because clayey soils contain high amount of natural pozzolanic materials (silica and alumina), CCR can be used as a soil stabilizer. This article presents the engineering properties of CCR-stabilized silty clay to ascertain its performance in pavement base and subbase appli- cations. The input of CCR, which reduces the plasticity index of the clay, increases the optimum water content (OWC) and decreases the maximum dry unit weight (γd;max) of the stabilized clay. The CCR fixation point, simply obtained from the index test, is proved as a practical indicator for determining the CCR content to obtain the required engineering properties at a particular molding water content. The state of water content controls the densification, chemical reaction, and water absorption capacity. The soaked engineering properties are thus de- pendent upon the state of water content. For a particular CCR content, the optimum water content is the most appropriate in terms of strength, swelling and collapse behaviors, and bearing capacity. The lower water content is not sufficient for the chemical reaction, while the higher water content yields a higher water/binder ratio. The water absorption is smallest for the CCR-stabilized samples compacted at the OWC. To conclude, the optimal mix proportion is the CCR fixation point at OWC. CCR stabilization is more effective than lime stabilization in terms of engineering, economic, and environmental viewpoints. DOI: 10.1061/(ASCE)MT.1943-5533.0000618. © 2013 American Society of Civil Engineers. CE Database subject headings: Calcium; Soil stabilization; Clays; Silts; Material properties. Author keywords: Calcium carbide residue; Engineering properties; Pozzolanic reaction; Soil stabilization.