{"id":557,"date":"2021-11-22T18:53:55","date_gmt":"2021-11-22T18:53:55","guid":{"rendered":"http:\/\/geotecniaycimentaciones.com.co\/?p=557"},"modified":"2021-11-22T20:20:43","modified_gmt":"2021-11-22T20:20:43","slug":"estudios-especiales","status":"publish","type":"post","link":"https:\/\/geotecniaycimentaciones.com.co\/en\/estudios-especiales\/","title":{"rendered":"Special Studies"},"content":{"rendered":"<h4 class=\"has-text-color wp-block-heading\" style=\"color:#29364c\"><strong>Mass removal studies.<\/strong><\/h4>\n\n\n\n<p>Evaluation of threat, vulnerability and risk conditions in current conditions, determining the mitigation works required to obtain Safety Factors that guarantee the functionality of future projects and their area of influence.<\/p>\n\n\n\n<h4 class=\"has-text-color wp-block-heading\" style=\"color:#29364c\"><strong>Local Response Studies<\/strong><\/h4>\n\n\n\n<p>The purpose of the local response study is to determine the minimum acceleration that can be established according to the parameters defined in the NSR-10 and Decree 074 of January 30, 2001, based on the period, the spectral acceleration, the importance coefficient. and amplification factors.<\/p>","protected":false},"excerpt":{"rendered":"<p>Estudios de remoci\u00f3n en masa. Evaluaci\u00f3n de condiciones de amenaza, vulnerabilidad y riesgo en condiciones actuales, determinando las obras de mitigaci\u00f3n requeridas para obtener Factores de Seguridad que garanticen la funcionalidad de los proyectos futuros y su \u00e1rea de influencia. Estudios de Respuesta local El estudio de respuesta local tiene como fin determinar la aceleraci\u00f3n &hellip;<\/p>\n<p class=\"read-more\"> <a class=\"\" href=\"https:\/\/geotecniaycimentaciones.com.co\/en\/estudios-especiales\/\"> <span class=\"screen-reader-text\">Special Studies<\/span> Read More &raquo;<\/a><\/p>","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"default","ast-global-header-display":"","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":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","footnotes":""},"categories":[7],"tags":[],"_links":{"self":[{"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/posts\/557"}],"collection":[{"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/comments?post=557"}],"version-history":[{"count":1,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/posts\/557\/revisions"}],"predecessor-version":[{"id":559,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/posts\/557\/revisions\/559"}],"wp:attachment":[{"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/media?parent=557"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/categories?post=557"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/tags?post=557"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}