{"id":1259,"date":"2011-09-03T09:18:51","date_gmt":"2011-09-03T09:18:51","guid":{"rendered":"http:\/\/teoriadeconstruccion.com\/?p=1259"},"modified":"2011-09-03T09:18:51","modified_gmt":"2011-09-03T09:18:51","slug":"escolleras-aproximaciones-geometricas","status":"publish","type":"post","link":"https:\/\/teoriadeconstruccion.net\/blog\/escolleras-aproximaciones-geometricas\/","title":{"rendered":"Escolleras. Aproximaciones geom\u00e9tricas"},"content":{"rendered":"<p>La mayor\u00eda de las investigaciones de tipo te\u00f3rico sobre escolleras se basan en ensayos de laboratorio realizados con materiales de menor tama\u00f1o que los realmente puestos en obra, por lo que uno de los problemas m\u00e1s importantes que se plantean es el de la representatividad de dichos ensayos respecto del comportamiento real de la escollera.<\/p>\n<p><a href=\"http:\/\/teoriadeconstruccion.files.wordpress.com\/2011\/09\/escollera0.png\"><img data-recalc-dims=\"1\" decoding=\"async\" class=\"alignnone size-full wp-image-1260\" title=\"escollera0\" src=\"http:\/\/teoriadeconstruccion.files.wordpress.com\/2011\/09\/escollera0.png?resize=406%2C300\" alt=\"\" width=\"406\" height=\"300\" \/><\/a><\/p>\n<p>A la vista de lo anterior, resulta una pr\u00e1ctica bastante habitual el empleo de criterios emp\u00edricos basados en el comportamiento real de estructuras similares, aplic\u00e1ndose cohesiones nulas (c = 0) y \u00e1ngulos de rozamiento que dependen fundamentalmente de:<\/p>\n<ul>\n<li>Porosidad: Para escolleras ejecutadas conforme a lo especificado en los esquemas, en general, se ha constatado un incremento del \u00e1ngulo de rozamiento interno con la disminuci\u00f3n de la porosidad, y en consecuencia se ha comprobado un aumento del \u00e1ngulo de rozamiento interno con el incremento del \u00edndice de densidad. Estos aspectos est\u00e1n relacionados con una cuidada ejecuci\u00f3n del muro, tratando de conseguir los menores valores de porosidad posibles.<\/li>\n<li>Tensi\u00f3n normal: Se ha observado que el \u00e1ngulo de rozamiento interno disminuye al aumentar las tensiones normales.<\/li>\n<li>Resistencia a compresi\u00f3n simple de la roca: Se trata de una de las propiedades m\u00e1s significativas para la caracterizaci\u00f3n de una roca, en la que influyen gran cantidad de factores tales como su naturaleza, grado de microfisuraci\u00f3n, porosidad, etc. A igualdad en el resto de factores, se suelen obtener mayores valores del \u00e1ngulo de rozamiento interno cuanto mayor es la resistencia a compresi\u00f3n simple de la muestra de roca, si bien \u00fanicamente hasta alcanzar un cierto l\u00edmite.<\/li>\n<li>Otros factores: Tambi\u00e9n suponen una mejora de las caracter\u00edsticas de fricci\u00f3n de los bloques, su rugosidad (que puede relacionarse con el grado de meteorizaci\u00f3n y la t\u00e9cnica de extracci\u00f3n), el coeficiente de uniformidad (la literatura t\u00e9cnica refleja un ligero incremento del \u00e1ngulo de rozamiento interno conforme crece el coeficiente de uniformidad), etc.<\/li>\n<\/ul>\n<p><a href=\"http:\/\/teoriadeconstruccion.files.wordpress.com\/2011\/09\/escollera.png\"><img data-recalc-dims=\"1\" decoding=\"async\" class=\"alignnone size-full wp-image-1261\" title=\"escollera\" src=\"http:\/\/teoriadeconstruccion.files.wordpress.com\/2011\/09\/escollera.png?resize=406%2C232\" alt=\"\" width=\"406\" height=\"232\" \/><\/a><\/p>\n<p>Los principales modos de fallo que deben comprobarse son:<br \/>\n\u2014 Deslizamiento.<br \/>\n\u2014 Hundimiento.<br \/>\n\u2014 Estabilidad global.<br \/>\n\u2014 Estabilidad local.<br \/>\nOtros modos de fallo que pueden producirse (socavaci\u00f3n, alteraci\u00f3n qu\u00edmica, meteorizaci\u00f3n, etc.) por lo general resultan dif\u00edcilmente abordables a trav\u00e9s de m\u00e9todos de c\u00e1lculo convencionales, debiendo evaluarse mediante comprobaciones espec\u00edficas, y evitarse con una adecuada selecci\u00f3n de los materiales y aplicaci\u00f3n de determinados criterios constructivos.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>La mayor\u00eda de las investigaciones de tipo te\u00f3rico sobre escolleras se basan en ensayos de laboratorio realizados con materiales de menor tama\u00f1o que los realmente puestos en obra, por lo que uno de los problemas m\u00e1s importantes que se plantean es el de la representatividad de dichos ensayos respecto del comportamiento real de la escollera.&hellip;&nbsp;<a href=\"https:\/\/teoriadeconstruccion.net\/blog\/escolleras-aproximaciones-geometricas\/\" rel=\"bookmark\">Leer m\u00e1s &raquo;<span class=\"screen-reader-text\">Escolleras. Aproximaciones geom\u00e9tricas<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"neve_meta_sidebar":"","neve_meta_container":"","neve_meta_enable_content_width":"","neve_meta_content_width":0,"neve_meta_title_alignment":"","neve_meta_author_avatar":"","neve_post_elements_order":"","neve_meta_disable_header":"","neve_meta_disable_footer":"","neve_meta_disable_title":"","jetpack_post_was_ever_published":false,"_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":false,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_jetpack_memberships_contains_paid_content":false,"footnotes":"","jetpack_publicize_message":"","jetpack_publicize_feature_enabled":true,"jetpack_social_post_already_shared":false,"jetpack_social_options":{"image_generator_settings":{"template":"highway","default_image_id":0,"font":"","enabled":false},"version":2}},"categories":[112,121],"tags":[31,298],"class_list":["post-1259","post","type-post","status-publish","format-standard","hentry","category-obra-civil","category-piedra","tag-calculo","tag-escollera"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Escolleras. 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