Correlación entre los métodos MASW y CBR para la evaluación de la resistencia de un suelo granular en el sector de Challuabamba

Abstract

This thesis investigates the correlation between MASW and CBR methods to evaluate the strength of granular soils in Challuabamba, specifically a gravelly silty sand soil. Five CBR samples and three MASW lines were taken. Through in situ studies and statistical analysis, a significant relationship was found between the results of both methods, suggesting their complementarity in geotechnical characterization. This study contributes to a better understanding of soil strength and offers a more complete methodology for future geotechnical evaluations.