
doi: 10.18359/rcin.310
En esta investigación se realizaron ensayos triaxiales sobre rocas artificiales elaboradas con un mortero (arena, cemento y agua) de diferente resistencia. Se incluyeron cilindros sin y con una discontinuidad orientada a 60° con respecto al eje horizontal y tres diferentes grados de rugosidad, (pulida plana, pulida ondulada y ondulada). Se determinaron los parámetros de resistencia de las probetas de mortero y se analizó la influencia de los diferentes grados de rugosidad utilizando el criterio de Barton, obteniendo el coeficiente de rugosidad de la discontinuidad.
triaxial in rocks, Science, Q, discontinuidad, discontinuity, Engineering (General). Civil engineering (General), triaxial en rocas, JRC, jrc, rugosidad, TA1-2040, roughness
triaxial in rocks, Science, Q, discontinuidad, discontinuity, Engineering (General). Civil engineering (General), triaxial en rocas, JRC, jrc, rugosidad, TA1-2040, roughness
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