Analysis of the Resilient Modulus and California Bearing Ratio in mixtures containing slate waste and clayey soil

• Published in: REM - International Engineering Journal Vol. 74; no. 4; pp. 417 - 424
• Main Authors: Santos, Raphael Lucio Reis dos, Rodrigues, Conrado de Souza, Camargo, Vinícius Antônio Florentino, Pereira, Armando Belato, Rabelo, João Marcos Guimarães
• Format: Journal Article
• Language: English
• Published: Fundação Gorceix 01-12-2021
• Subjects: California Bearing Ratio; ENGINEERING, MECHANICAL; GEOLOGY; geotechnical tests; MECHANICS; METALLURGY & METALLURGICAL ENGINEERING; pavement; resilient modulus; slate waste; pavement; geotechnical tests; slate waste; resilient modulus; California Bearing Ratio
• ISSN: 2448-167X; 2448-167X
• DOI: 10.1590/0370-44672021740028

Abstract The use of slate waste can help to reduce the impacts caused to the environment due to the decrease of the appropriate disposal areas and the disordered consumption of raw material. This article presents an analysis of the Resilient Modulus (RM) and the California Bearing Ratio (CBR) of this waste in mixtures with clayey soil. To analyze variations in RM and CBR due to the increase in the slate waste content, tests were carried out on reference mixtures (REF) and mixtures containing slate waste (SLT). The tests were carried out for mixtures of granular material (gneiss for REF and slate waste for SLT) and clay soil, containing different levels of granular materials (50%, 60%, 70%, 80% and 90%) It was observed that the values of Resilient Modulus and California Bearing Ratio of the SLT mixtures increased 62.8% and 127.0% with the addition of the slate waste between the SLT 50/50 and SLT 90/10 mixtures, respectively. This behavior was similar to that presented by the REF mixtures, which increased 125.0% in RM and 60.1% in CBR for the same addition of granular material. The results obtained indicate that the mixtures containing slate waste presented RM and CBR similar to those of conventional materials (such as the REF mixtures) used in layers of sub-base and the base of pavements. Finally, it was concluded that the relationship between RM and CBR is non-linear for both mixtures (REF and SLT) in function of granular material addition.