{"id":1051,"date":"2016-08-22T09:37:42","date_gmt":"2016-08-22T09:37:42","guid":{"rendered":"http:\/\/ishik.edu.iq\/engineering\/civil\/?p=1051"},"modified":"2016-08-22T09:49:21","modified_gmt":"2016-08-22T09:49:21","slug":"ce-415-foundation-engeneering-i","status":"publish","type":"post","link":"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/","title":{"rendered":"CE 415-FOUNDATION ENGENEERING I"},"content":{"rendered":"<div class=\"page-head\">\n<h1 class=\"page-title\">Cours<strong>e Description<\/strong><\/h1>\n<\/div>\n<div class=\"single-post-thumb\"><strong>\u00a0<\/strong><\/div>\n<div class=\"entry\">\n<p><strong>DESCRIPTION OF UNDERGRADUATE COURSES FOR CIVIL ENGINEERING DEPARTMENT<\/strong><\/p>\n<p><strong>CE 415-FOUNDATION ENGENEERING I:<\/strong> General introduction, objectives, Ref. Course program, Bearing Capacity of Shallow Foundations, Terzagi, Meyerhof, eq. for B.C, Hansen equations B.C, Settlement of Shallow Foundations, Structural design of\u00a0shallow foundations, spread footings, Structural design of shallow foundations, wall footings, Structural design of shallow foundations, mat footings, Earth Retaining Structures,Rankine Theory for lateral pressures, External stability of retaining walls, slid , overturn, bearing capacity, Bearing Capacity of deep foundations, introduction, Bearing capacity of piles, in clayey soils, Bearing capacity of piles, in sandy soils, Group of piles, Pier foundations, Caissons foundation, Site Investigations, Site visiting, General discussions.<\/p>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Course Description \u00a0 DESCRIPTION OF UNDERGRADUATE COURSES FOR CIVIL ENGINEERING DEPARTMENT CE 415-FOUNDATION ENGENEERING I: General introduction, objectives, Ref. Course program, Bearing Capacity of Shallow Foundations, Terzagi, Meyerhof, eq. for B.C, Hansen equations B.C, Settlement of Shallow Foundations, Structural design of\u00a0shallow foundations, spread footings, Structural design of shallow foundations, wall footings, Structural design of shallow foundations, mat footings, Earth Retaining Structures,Rankine Theory for lateral pressures, External stability of retaining walls, slid , overturn, bearing capacity, Bearing Capacity of deep foundations, introduction, Bearing capacity of piles, in clayey soils, Bearing capacity of piles, in sandy soils, Group of piles, Pier foundations, Caissons <a href=\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/\"> [&#8230;]<\/a><\/p>\n","protected":false},"author":50,"featured_media":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"wds_primary_category":0,"footnotes":""},"categories":[1],"tags":[],"class_list":["post-1051","post","type-post","status-publish","format-standard","hentry","category-uncategorized"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.2 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>CE 415-FOUNDATION ENGENEERING I - Civil Department<\/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:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"CE 415-FOUNDATION ENGENEERING I - Civil Department\" \/>\n<meta property=\"og:description\" content=\"Course Description \u00a0 DESCRIPTION OF UNDERGRADUATE COURSES FOR CIVIL ENGINEERING DEPARTMENT CE 415-FOUNDATION ENGENEERING I: General introduction, objectives, Ref. Course program, Bearing Capacity of Shallow Foundations, Terzagi, Meyerhof, eq. for B.C, Hansen equations B.C, Settlement of Shallow Foundations, Structural design of\u00a0shallow foundations, spread footings, Structural design of shallow foundations, wall footings, Structural design of shallow foundations, mat footings, Earth Retaining Structures,Rankine Theory for lateral pressures, External stability of retaining walls, slid , overturn, bearing capacity, Bearing Capacity of deep foundations, introduction, Bearing capacity of piles, in clayey soils, Bearing capacity of piles, in sandy soils, Group of piles, Pier foundations, Caissons [...]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/\" \/>\n<meta property=\"og:site_name\" content=\"Civil Department\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/Tishkuniversity\/?ref=bookmarks\" \/>\n<meta property=\"article:published_time\" content=\"2016-08-22T09:37:42+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2016-08-22T09:49:21+00:00\" \/>\n<meta name=\"author\" content=\"Web Admin\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@tishkuni\" \/>\n<meta name=\"twitter:site\" content=\"@tishkuni\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"Web Admin\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"1 minute\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/\"},\"author\":{\"name\":\"Web Admin\",\"@id\":\"https:\/\/engineering.tiu.edu.iq\/civil\/#\/schema\/person\/fbcd164cb281d62b01a7a9f9c00a36be\"},\"headline\":\"CE 415-FOUNDATION ENGENEERING I\",\"datePublished\":\"2016-08-22T09:37:42+00:00\",\"dateModified\":\"2016-08-22T09:49:21+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/\"},\"wordCount\":114,\"commentCount\":0,\"publisher\":{\"@id\":\"https:\/\/engineering.tiu.edu.iq\/civil\/#organization\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"CommentAction\",\"name\":\"Comment\",\"target\":[\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/#respond\"]}]},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/\",\"url\":\"https:\/\/engineering.tiu.edu.iq\/civil\/ce-415-foundation-engeneering-i\/\",\"name\":\"CE 415-FOUNDATION ENGENEERING I - 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