{"id":13740,"date":"2013-12-18T18:05:32","date_gmt":"2013-12-18T16:05:32","guid":{"rendered":"https:\/\/www.geostru.eu\/product\/mp-pali-e-micropali-di-fondazione-2\/"},"modified":"2026-04-23T17:58:36","modified_gmt":"2026-04-23T15:58:36","slug":"mp-micropilotes-y-pilotes","status":"publish","type":"product","link":"https:\/\/www.geostru.eu\/es\/shop\/software-es\/geotecnia-y-geologia\/mp-micropilotes-y-pilotes\/","title":{"rendered":"MP \u2013 Micropilotes y Pilotes"},"content":{"rendered":"<p><b>Tipos de pilotes<\/b><\/p>\n<ul>\n<li>Hincados y perforados<\/li>\n<li>C\u00e1lculo de pilotes tronco c\u00f3nico<\/li>\n<li>C\u00e1lculo de la carga \u00faltima de punta seg\u00fan: Berezantzev, Hansen, Janbu, Vesic, Terzaghi<\/li>\n<li>C\u00e1lculo de la capacidad de carga lateral seg\u00fan Tomlinson<\/li>\n<li>Correcciones s\u00edsmicas seg\u00fan Okamoto y Vesic<\/li>\n<li>Presencia de sobrecarga en el plano del terreno<\/li>\n<li>Presencia de nivel fre\u00e1tico<\/li>\n<li>An\u00e1lisis a corto y largo plazo<\/li>\n<li>C\u00e1lculo del m\u00f3dulo de reacci\u00f3n horizontal seg\u00fan Chiarugi-Maia<\/li>\n<li>Asientos seg\u00fan Davis-Poulos, Bowles, Fleming 1992<\/li>\n<li>An\u00e1lisis de las solicitaciones con Elementos Finitos no lineares: es posible asignar condiciones de contorno y acciones nodales<\/li>\n<li>Vista de diagramas momento de flexi\u00f3n, corte, deformada<\/li>\n<li>C\u00e1lculo estructural de la secci\u00f3n con Tensiones Admisibles y Estado L\u00edmite Ultimo<\/li>\n<li>C\u00e1lculo de la carga \u00faltima horizontal<\/li>\n<li>Estimaci\u00f3n del momento de rotura de la secci\u00f3n<\/li>\n<li>C\u00e1lculo de pilotes de cimentaci\u00f3n para muelles<\/li>\n<li>C\u00e1lculo de carga l\u00edmite y fallo de pilotes de roca seg\u00fan P\u00e9rez Carballo (2010) &amp; Ib\u00e1\u00f1ez, Quevedo 2011<br \/>\nCarga l\u00edmite y fallo de pilotes de roca. C\u00e1lculo de la resistencia lateral seg\u00fan: Thorne, Poulos y Davis, C\u00f3digo Australiano, Hooly y Lefroy, C\u00f3digo T\u00e9cnico Espa\u00f1ol y teor\u00edas que consideran la resistencia lateral \u00faltima como una funci\u00f3n cuadr\u00e1tica de la resistencia uniaxial. C\u00e1lculo de la carga l\u00edmite m\u00e1xima seg\u00fan: Ib\u00e1\u00f1ez, Quevedo 2011 en funci\u00f3n de la resistencia uniaxial, calidad de la roca, empotramiento del pilote en el estrato rocoso.<\/li>\n<\/ul>\n<p><b>Tipos de micropilotes (Se pueden calcular micropilotes con varias t\u00e9cnicas de inyecci\u00f3n)<\/b><\/p>\n<ul>\n<li>Tubifix y Radice;<\/li>\n<li>An\u00e1lisis a corto y largo plazo<\/li>\n<li>C\u00e1lculo del m\u00f3dulo de reacci\u00f3n horizontal seg\u00fan Chiarugi-Maia<\/li>\n<li>Cedimenti secondo Davis-Poulos, Bowles, Fleming 1992<\/li>\n<li>Asientos seg\u00fan Davis-Poulos, Bowles, Fleming 1992<\/li>\n<li>C\u00e1lculo estructural de las secciones con Tensiones Admisibles y Estado L\u00edmite Ultimo<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p style=\"text-align: justify;\" align=\"justify\">Redes de <strong>Micropilotes y Pilotes<\/strong> es un programa para el c\u00e1lculo de la <strong>capacidad de carga<\/strong> del terreno de cimentaci\u00f3n de un pilote o micropilote gravado con una distribuci\u00f3n cualquiera de cargas (momento, esfuerzo normal y corte). Efect\u00faa adem\u00e1s el c\u00e1lculo estructural dimensionando la armadura longitudinal y los estribos.<br \/>\nC\u00e1lculo de la capacidad portante con f\u00f3rmulas est\u00e1ticas y din\u00e1micas. Asientos con<strong>Fleming 1992<\/strong>, <strong>Poulos y Davis 1968<\/strong>. Carga \u00faltima de inestabilidad. Capacidad portante de grupos de pilotes. C\u00e1lculo de materiales.<\/p>\n<blockquote>\n<p style=\"text-align: justify;\" align=\"justify\">C\u00e1lculo de carga l\u00edmite y fallo de pilotes de roca seg\u00fan P\u00e9rez Carballo (2010) &amp; Ib\u00e1\u00f1ez, Quevedo 2011<\/p>\n<\/blockquote>\n","protected":false},"featured_media":14766,"comment_status":"open","ping_status":"closed","template":"","meta":[],"product_cat":[529,204,185],"product_tag":[],"class_list":{"0":"post-13740","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-software-geologia-es","7":"product_cat-estructuras","8":"product_cat-geotecnia-y-geologia","9":"pa_product-professional-en-es","10":"pa_product-subscription-1-year-en-es","11":"description-off","13":"first","14":"instock","15":"downloadable","16":"virtual","17":"sold-individually","18":"taxable","19":"purchasable","20":"product-type-licensed"},"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast SEO v25.0) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>MP \u2013 Micropilotes y Pilotes - GeoStru<\/title>\n<meta name=\"description\" content=\"Redes de Micropilotes y Pilotes es un programa para el c\u00e1lculo de la capacidad de carga del terreno de cimentaci\u00f3n de un pilote o micropilote gravado con una distribuci\u00f3n cualquiera de cargas (momento, esfuerzo normal y corte).\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.geostru.eu\/es\/shop\/software-es\/geotecnia-y-geologia\/mp-micropilotes-y-pilotes\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"MP \u2013 Micropilotes y Pilotes\" \/>\n<meta property=\"og:description\" content=\"Redes de Micropilotes y Pilotes es un programa para el c\u00e1lculo de la capacidad de carga del terreno de cimentaci\u00f3n de un pilote o micropilote gravado con una distribuci\u00f3n cualquiera de cargas (momento, esfuerzo normal y corte).\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.geostru.eu\/es\/shop\/software-es\/geotecnia-y-geologia\/mp-micropilotes-y-pilotes\/\" \/>\n<meta property=\"og:site_name\" content=\"GeoStru\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/GeoStruSoftware\/\" \/>\n<meta property=\"article:modified_time\" content=\"2026-04-23T15:58:36+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2013\/12\/Risorsa-62.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1200\" \/>\n\t<meta property=\"og:image:height\" content=\"630\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:site\" content=\"@geostru\" \/>\n<meta name=\"twitter:label1\" content=\"Precio\" \/>\n\t<meta name=\"twitter:data1\" content=\"&euro;390.00 exc. 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