Correlación entre el índice de carga puntual y el número de rebote del Martillo Schmidt para la arenisca de la antigua cantera de Servita

In this Final Master's Work a Correlation between the Point Load Index and the Schmidt Hammer Rebound Number is presented, tests performed on the slope formed by Sandstone of the old Quarry of Servita, aiming to improve the times of obtaining parameters Of design, and in the most reliable way taking advantage of the materials we have in each work area, as in this case the sandstones of the Labor Stone. Knowing the resistance to deformation that a rock has, it is possible to predict the behavior of the material in different natural and anthropic scenarios, such as landslides or construction of buildings.

• Autores: Anzola Murillo, Viviana Stella
• Fecha de publicación: 2017
• Institución: Escuela Colombiana de Ingeniería Julio Garavito
• Repositorio: Repositorio Institucional ECI
• Idioma: spa
• OAI Identifier: oai:repositorio.escuelaing.edu.co:001/566
• Acceso en línea: http://catalogo-intra.escuelaing.edu.co/cgi-bin/koha/catalogue/detail.pl?biblionumber=20449&searchid=; https://repositorio.escuelaing.edu.co/handle/001/566
• Palabra clave: Carga Puntual; Correlación; Diámetro equivalente (De); Factor de Inclinación del Martillo; Martillo Schmidt; Índice de Carga Puntual (Is50); Número de rebote (RN); Point Load Strength; Correlation; Equivalent Diameter (De); Hammer Tilt Factor; Schmidt Hammer; Puntual Load Index (Is50); Bounce Number (RN)
• Rights: openAccess
• License: Derechos Reservados - Escuela Colombiana de Ingeniería Julio Garavito