{"id":74,"date":"2010-06-06T18:22:11","date_gmt":"2010-06-06T18:22:11","guid":{"rendered":"http:\/\/teoriadeconstruccion.wordpress.com\/?p=74"},"modified":"2010-06-06T18:22:11","modified_gmt":"2010-06-06T18:22:11","slug":"programacion","status":"publish","type":"post","link":"https:\/\/teoriadeconstruccion.net\/blog\/programacion\/","title":{"rendered":"programacion"},"content":{"rendered":"

Estudio geotecnico: 1-Programaci\u00f3n<\/strong>
\nSe tendr\u00e1 en cuenta el tipo de edificio, el tipo de terreno, el n\u00famero m\u00ednimo de puntos a reconocer, la
\ndistancia m\u00e1xima entre ellos y su profundidad y el n\u00famero m\u00ednimo de sondeos mec\u00e1nicos a realizar.
\nTipos de edificios (se incluyen s\u00f3tanos):
\n– C0: construcciones de menos de 4 plantas y superficie construida inferior a 300m cuadrados
\n– C1: otras construcciones de menos de 4 plantas
\n– C2: construcciones entre 4 y 10 plantas
\n– C3: construcciones entre 11 y 20 plantas
\n– C4: conjuntos monumentales o singulares de m\u00e1s de 20 plantas<\/p>\n

Grupos de terrenos:
\n– T1 o terrenos favorables: aquellos con poca variabilidad y en los que la pr\u00e1ctica habitual en la zona es de
\ncimentaci\u00f3n directa mediante elementos aislados
\n– T2 o terrenos intermedios: los que presentan variabilidad o que en la zona no siempre se recurre a la misma
\nsoluci\u00f3n de cimentaci\u00f3n, aunque probablemente no superen los 3m
\n– T3: los que no pueden clasificarse en ninguno de los dos tipos anteriores. Marismas.<\/p>\n","protected":false},"excerpt":{"rendered":"

Estudio geotecnico: 1-Programaci\u00f3n Se tendr\u00e1 en cuenta el tipo de edificio, el tipo de terreno, el n\u00famero m\u00ednimo de puntos a reconocer, la distancia m\u00e1xima entre ellos y su profundidad y el n\u00famero m\u00ednimo de sondeos mec\u00e1nicos a realizar. Tipos de edificios (se incluyen s\u00f3tanos): – C0: construcciones de menos de 4 plantas y superficie… Leer m\u00e1s »programacion<\/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":[64],"tags":[],"class_list":["post-74","post","type-post","status-publish","format-standard","hentry","category-estudio-geotecnico"],"yoast_head":"\nprogramacion - Teor\u00eda de construcci\u00f3n<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/teoriadeconstruccion.net\/blog\/programacion\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"programacion - Teor\u00eda de construcci\u00f3n\" \/>\n<meta property=\"og:description\" content=\"Estudio geotecnico: 1-Programaci\u00f3n Se tendr\u00e1 en cuenta el tipo de edificio, el tipo de terreno, el n\u00famero m\u00ednimo de puntos a reconocer, la distancia m\u00e1xima entre ellos y su profundidad y el n\u00famero m\u00ednimo de sondeos mec\u00e1nicos a realizar. 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