{"id":9015,"date":"2025-10-15T10:51:50","date_gmt":"2025-10-15T07:51:50","guid":{"rendered":"https:\/\/en.coeng.uobaghdad.edu.iq\/?p=9015"},"modified":"2025-10-15T10:51:50","modified_gmt":"2025-10-15T07:51:50","slug":"masters-thesis-at-the-university-of-baghdad-enhances-uplift-resistance-of-shallow-footings-using-inclined-structural-skirts-as-an-efficient-alternative-to-uplift-piles","status":"publish","type":"post","link":"https:\/\/en.coeng.uobaghdad.edu.iq\/?p=9015","title":{"rendered":"Master\u2019s Thesis at the University of Baghdad Enhances Uplift Resistance of Shallow Footings Using Inclined Structural Skirts as an Efficient Alternative to Uplift Piles"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row][vc_column][vc_column_text css=&#8221;&#8221;]<\/p>\n<p>The <strong>College of Engineering at the University of Baghdad<\/strong> hosted the <strong>public defense<\/strong> of <strong>Master\u2019s student Aqeel Jaafar Sadah<\/strong> from the <strong>Department of Civil Engineering<\/strong> for his thesis entitled:<\/p>\n<p><strong>\u201cEnhancement of the Uplift Resistance of Shallow Footing Using Inclined Structural Skirts.\u201d<\/strong><\/p>\n<p>The discussion took place on <strong>Thursday, September 25, 2025<\/strong>, in <strong>Prof. Dr. Khalid Shakir\u2019s Hall<\/strong> at the Department of Civil Engineering, under the supervision of <strong>Prof. Dr. A\u2019amal A. H. Al-Saidi<\/strong>.<\/p>\n<p>The study focused on the <strong>behavior of shallow skirted foundations under uplift forces<\/strong> placed on <strong>loose sandy soil<\/strong> with a relative density of <strong>30%<\/strong>. A total of <strong>182 laboratory tests<\/strong> were conducted on <strong>square footings<\/strong> with and without skirts and piles. The tests were divided into two categories with <strong>displacement rates of 0.5 mm\/min and 2 mm\/min<\/strong>, each including two skirt types (<strong>chamfered<\/strong> and <strong>straight corners<\/strong>) and various modifications such as <strong>surface roughness enhancement<\/strong> and <strong>anchoring using expanded metal lath and wings<\/strong>. Two pile types (<strong>open-ended and closed-ended<\/strong>) were also tested.<\/p>\n<p>The research examined multiple parameters:<\/p>\n<ul>\n<li><strong>Embedment ratios<\/strong> of <em>(0.5, 1, 1.5, and 2)B<\/em>, where <em>B<\/em> is the footing width.<\/li>\n<li><strong>Inclination angles<\/strong> of <em>(0\u00b0, 15\u00b0, 30\u00b0, and 45\u00b0)<\/em>.<\/li>\n<li><strong>Roughened inner skirt surfaces<\/strong> using expanded rib lath mesh.<\/li>\n<li><strong>Wings<\/strong> attached at the lower edge of the skirt.<\/li>\n<li><strong>Pile embedment ratios<\/strong> of <em>(5, 10, and 15)D<\/em>, where <em>D<\/em> is the pile diameter.<\/li>\n<\/ul>\n<p><strong>Key findings<\/strong> included:<\/p>\n<ul>\n<li>The use of <strong>skirts significantly increased the uplift capacity<\/strong> of shallow footings.<\/li>\n<li>The <strong>highest uplift resistance<\/strong> was achieved at an <strong>embedment ratio of 2B<\/strong>, an <strong>inclination angle of 45\u00b0<\/strong>, and the addition of <strong>wings<\/strong> for both skirt types.<\/li>\n<li>For a displacement rate of <strong>0.5 mm\/min<\/strong>, the <strong>straight-corner skirt<\/strong> achieved an uplift capacity of <strong>525 N<\/strong> (an improvement of <strong>37.86 times<\/strong>) compared to the <strong>chamfered-corner skirt<\/strong> with <strong>376 N<\/strong> (an improvement of <strong>27 times<\/strong>) and the <strong>unskirted footing<\/strong> with <strong>13.88 N<\/strong>.<\/li>\n<li>At <strong>2 mm\/min<\/strong>, the straight-corner skirt achieved <strong>534 N<\/strong> (an improvement of <strong>44.37 times<\/strong>), compared to <strong>407 N<\/strong> (33.82 times) for chamfered corners and <strong>12.05 N<\/strong> for the unskirted footing.<\/li>\n<li>The <strong>inclination angle<\/strong> had a <strong>greater influence<\/strong> on uplift capacity than the skirt length.<\/li>\n<li>The <strong>skirted footing<\/strong> proved to be a <strong>promising and cost-effective alternative<\/strong> to uplift piles. The <strong>maximum uplift capacity<\/strong> for <strong>closed-end piles (56.25 N at 0.5 mm\/min)<\/strong> was <strong>1.42 times lower<\/strong> than that of skirted footing with a <strong>2B embedment ratio and 0\u00b0 inclination<\/strong>, and <strong>9.33 times lower<\/strong> than that of the <strong>2B embedment ratio, 45\u00b0 inclination, straight-corner skirt<\/strong>. Similar behavior was observed at <strong>2 mm\/min<\/strong>.<\/li>\n<\/ul>\n<p>Following a comprehensive <strong>scientific discussion<\/strong> and evaluation by the examination committee, <strong>Aqeel Jaafar Sadah<\/strong> was <strong>awarded a Master\u2019s degree in Civil Engineering \/ Soil Mechanics and Foundation Engineering with distinction<\/strong>.<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_gallery interval=&#8221;3&#8243; images=&#8221;9017&#8243; img_size=&#8221;large&#8221; css=&#8221;&#8221;][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row][vc_column][vc_column_text css=&#8221;&#8221;] The College of Engineering at the University of Baghdad hosted the public defense of Master\u2019s student Aqeel Jaafar &#8230; <a class=\"cz_readmore\" href=\"https:\/\/en.coeng.uobaghdad.edu.iq\/?p=9015\"><i class=\"fa fa-angle-left\" aria-hidden=\"true\"><\/i><span>\u0627\u0644\u0645\u0632\u064a\u062f<\/span><\/a><\/p>\n","protected":false},"author":165,"featured_media":9018,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_lmt_disableupdate":"","_lmt_disable":"","footnotes":""},"categories":[35,31],"tags":[],"class_list":["post-9015","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-civil-engineering","category-thesis"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v25.8 - 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