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Ciencia e Ingeniería Neogranadina
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Ciencia e Ingeniería Neogranadina
Article
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Resistencia al corte en discontinuidades con diferentes grados de rugosidad

Authors: Camacho Tauta, Javier Fernando; Reyes-Ortiz, Oscar Javier; Nieto Leal, Andrés; Millán Montejo, Sebastián; Rincón Morantes, Fredy;

Resistencia al corte en discontinuidades con diferentes grados de rugosidad

Abstract

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.

Related Organizations
Keywords

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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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
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