Comportamiento mecánico del macizo rocoso del complejo subterráneo de Porce III

Ludger Oswaldo Suárez Burgoa

Vol. 19 No. 28 (2010)

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Comportamiento mecánico del macizo rocoso del complejo subterráneo de Porce III

Published 2011-05-04

Ludger Oswaldo Suárez Burgoa

How to Cite

Suárez Burgoa, L. O. (2011). Comportamiento mecánico del macizo rocoso del complejo subterráneo de Porce III. Revista Facultad De Ingeniería, 19(28). Retrieved from https://revistas.uptc.edu.co/index.php/ingenieria/article/view/1396

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Abstract

La estimación del comportamiento mecánico del macizo rocoso del complejo subterráneo de la central del Proyecto Hidroeléctrico Porce III, localizado en los Andes centrales, entre los municipios de Anorí, Amalfi y Gómez Plata (Antioquia, Colombia), se logró a través de un modelo de cuña y un modelo de esfuerzo-deformación en dos dimensiones, que fueron calibrados con los datos obtenidos durante el desarrollo de observaciones y las medidas en campo,laboratorio e instrumentación. Los resultados
concluyeron que el macizo rocoso estudiado se comporta como un material lineal, elástico, isotrópico y homogéneo. Así mismo, cercano a las caras de las excavaciones, por la distensión de la roca y el cambio del estado de esfuerzos, se pueden desarrollar fallas de tipo cuñas por la propagación de las fracturas en los planos de discontinuidad.

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