{"id":486,"date":"2017-09-04T18:05:33","date_gmt":"2017-09-04T18:05:33","guid":{"rendered":"https:\/\/www.zuloaga.online\/ignacio\/?p=486"},"modified":"2023-05-31T18:08:35","modified_gmt":"2023-05-31T18:08:35","slug":"correccion-del-spt-y-correlaciones-empleando-el-software-sptcorr","status":"publish","type":"post","link":"https:\/\/www.zuloaga.online\/ignacio\/correccion-del-spt-y-correlaciones-empleando-el-software-sptcorr\/","title":{"rendered":"Correcci\u00f3n del SPT y Correlaciones empleando el Software SPTcorr"},"content":{"rendered":"<p>A menudo, la correcci\u00f3n y las correlaciones del ensayo de SPT (Standard Penetration Test) son confusas y mal empleadas.<\/p>\n<p>A petici\u00f3n de los suscriptores, ampliao la explicaci\u00f3n presentada en este v\u00eddeo \ud83d\udc49<a href=\"https:\/\/www.zuloaga.online\/ignacio\/ensayo-spt-interpretacion-correccion-y-limitaciones-segun-la-norma-astm-d-1586\/\">Ensayo SPT, interpretaci\u00f3n, correcci\u00f3n y limitaciones seg\u00fan la norma ASTM D 1586<\/a> \u00a0mediante una presentaci\u00f3n detallada del software.<\/p>\n<p>A pesar de que el SPT es quiz\u00e1s el ensayo de golpeo mas extendido por todo el mundo, y el que mas correlacciones con los par\u00e1metros del suelo se han estudiado y obtenido, suele ser un ensayo que se emplea mal.<\/p>\n<p>SPTCorr es un software sencillo que permite estimar diversas propiedades del suelo a partir de la prueba de penetraci\u00f3n est\u00e1ndar.<\/p>\n<p>SPTCorr proporciona resultados de lo que se considera las correlaciones m\u00e1s \u00fatiles y fiables entre los valores de SPT y varios par\u00e1metros geot\u00e9cnicos del suelo.<\/p>\n<p>Caracter\u00edsticas principales del software.<\/p>\n<p>SPTCorr implementa las funciones de correlaci\u00f3n m\u00e1s populares y aceptadas, proporcionando estimaciones para diversas propiedades geot\u00e9cnicas del suelo, tales como:<\/p>\n<p>C\u00e1lculos para el recuento de golpe SPT corregido N60 y N1,60<br \/>\nDensidad relativa, Dr<br \/>\n\u00c1ngulo de fricci\u00f3n, phi<br \/>\nM\u00f3dulo de elasticidad, Es<br \/>\nResistencia no drenada, Su<br \/>\nEstimaci\u00f3n de asentamiento para suelos no arcillosos<br \/>\nEstimaci\u00f3n de capacidad de carga para suelos no arcillosos<br \/>\nEstimaci\u00f3n de asentamiento para grupos de pilotes en suelos no arcillosos<br \/>\nInforme resumido de todas las correlaciones<\/p>\n<p style=\"text-align: center;\"><iframe src=\"https:\/\/drive.google.com\/file\/d\/14jUuwlpi8U8G4FSdSbsR3LVwvNnICT-N\/preview\" width=\"640\" height=\"480\"><\/iframe><\/p>\n","protected":false},"excerpt":{"rendered":"<p>A menudo, la correcci\u00f3n y las correlaciones del ensayo de SPT (Standard Penetration Test) son confusas y mal empleadas. A petici\u00f3n de los suscriptores, ampliao la explicaci\u00f3n presentada en este v\u00eddeo \ud83d\udc49Ensayo SPT, interpretaci\u00f3n, correcci\u00f3n y limitaciones seg\u00fan la norma ASTM D 1586 \u00a0mediante una presentaci\u00f3n detallada del software. A pesar de que el SPT [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"video","meta":{"site-sidebar-layout":"default","site-content-layout":"default","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"default","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[47,7,10],"tags":[],"class_list":["post-486","post","type-post","status-publish","format-video","hentry","category-ensayos-insitu","category-geotecnia","category-geotecnia-online","post_format-post-format-video"],"_links":{"self":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/486","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/comments?post=486"}],"version-history":[{"count":2,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/486\/revisions"}],"predecessor-version":[{"id":488,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/486\/revisions\/488"}],"wp:attachment":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/media?parent=486"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/categories?post=486"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/tags?post=486"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}