{"id":24314,"date":"2026-02-02T10:56:58","date_gmt":"2026-02-02T10:56:58","guid":{"rendered":"http:\/\/141.23.68.248\/wp\/?page_id=24314"},"modified":"2026-02-07T11:35:40","modified_gmt":"2026-02-07T11:35:40","slug":"retaining-wall-3-retaining-wall-stability-evaluation-system","status":"publish","type":"page","link":"http:\/\/141.23.68.248\/wp\/?page_id=24314","title":{"rendered":"Retaining Wall 3"},"content":{"rendered":"\n<p><strong>System description:<\/strong><strong><br><\/strong> This system represents a retaining wall evaluation framework that assesses geometric stability under soil and self-weight actions.<br>Its primary function is to verify whether a retaining wall configuration satisfies basic stability requirements during early design stages.<\/p>\n\n\n\n<p><strong>Key functions:<\/strong><\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li>Evaluate resistance against sliding at the wall base<br><\/li>\n\n\n\n<li>Evaluate resistance against overturning due to lateral earth pressure<br><\/li>\n\n\n\n<li>Estimate concrete volume and foundation footprint<br><\/li>\n\n\n\n<li>Support early-stage selection of suitable retaining wall types<br><\/li>\n<\/ol>\n\n\n\n<p><strong>Main components:<\/strong><\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li>Retaining wall geometry (stem, base, and optional shear key)<br><\/li>\n\n\n\n<li>Soil pressure representation (active and passive earth pressure)<br><\/li>\n\n\n\n<li>Stability checks for sliding and overturning<br><\/li>\n\n\n\n<li>Safety factor thresholds defining acceptable performance<br><\/li>\n<\/ol>\n\n\n\n<p><strong>Key adjustable parameters:<\/strong><\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li>Wall height<br><\/li>\n\n\n\n<li>Stem and foundation proportions<br><\/li>\n\n\n\n<li>Soil properties and earth pressure coefficients<br><\/li>\n\n\n\n<li>Base friction coefficient<br><\/li>\n\n\n\n<li>Presence and dimensions of a base key<\/li>\n<\/ol>\n\n\n\n<p><\/p>\n\n\n\n<details class=\"wp-block-details\"><summary>Click the link below to access the full report.<br>Details: <strong><mark style=\"background-color:rgba(0, 0, 0, 0)\" class=\"has-inline-color has-black-color is-layout-flow wp-block-details-is-layout-flow\">Retaining Wall 3 \u2013 Retaining Wall Stability Evaluation System<\/mark><\/strong><\/summary>\n<div data-wp-interactive=\"core\/file\" class=\"wp-block-file\"><object data-wp-bind--hidden=\"!state.hasPdfPreview\" hidden class=\"wp-block-file__embed\" data=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/Retaining-Wall-Modeling-using-Dynamo-Zahra-Haji-Heidari-1.pdf\" type=\"application\/pdf\" style=\"width:100%;height:600px\" aria-label=\"Embed of Retaining Wall Modeling using Dynamo-Zahra Haji Heidari (1).\"><\/object><a id=\"wp-block-file--media-39f5a8e8-81bd-4447-a267-3cfb39c455d8\" href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/Retaining-Wall-Modeling-using-Dynamo-Zahra-Haji-Heidari-1.pdf\">Retaining Wall Modeling using Dynamo-Zahra Haji Heidari (1)<\/a><a href=\"http:\/\/141.23.68.248\/wp\/wp-content\/uploads\/2026\/01\/Retaining-Wall-Modeling-using-Dynamo-Zahra-Haji-Heidari-1.pdf\" class=\"wp-block-file__button wp-element-button\" download aria-describedby=\"wp-block-file--media-39f5a8e8-81bd-4447-a267-3cfb39c455d8\">Download<\/a><\/div>\n<\/details>\n\n\n\n<p><\/p>\n","protected":false},"excerpt":{"rendered":"<p>System description: This system represents a retaining wall evaluation framework that assesses geometric stability under soil and self-weight actions.Its primary function is to verify whether a retaining wall configuration satisfies basic stability requirements during early<a class=\"read-more\" href=\"http:\/\/141.23.68.248\/wp\/?page_id=24314\">Continue reading<\/a><\/p>\n","protected":false},"author":295,"featured_media":0,"parent":24755,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-24314","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/24314","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/users\/295"}],"replies":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=24314"}],"version-history":[{"count":3,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/24314\/revisions"}],"predecessor-version":[{"id":26979,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/24314\/revisions\/26979"}],"up":[{"embeddable":true,"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=\/wp\/v2\/pages\/24755"}],"wp:attachment":[{"href":"http:\/\/141.23.68.248\/wp\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=24314"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}