Baghdad \u2013 July 9, 2025<\/p>\n
The management of the Iraqi Tower project announced the successful completion of the Lift Pit foundation works on July 9, 2025. The foundation was executed at a depth of 7 meters below the main foundation level, with a thickness of 3 meters and a total area of 300 m\u00b2.<\/p>\n
A total of 1,000 m\u00b3 of reinforced concrete was poured, supported by 32 mm steel reinforcement bars (Rebars). The foundation and piles were fully waterproofed with advanced Sika products, including:<\/p>\n
Sika Proof A + Membrane: a waterproofing membrane that protects concrete from groundwater intrusion.<\/p>\n
Sikadure-42 PC Epoxy Grout: a high-strength epoxy grout used for filling voids and ensuring structural bonding.<\/p>\n
This section represents the core of the tower, where four elevator shafts and emergency staircases will be constructed to serve the 80-story structure.<\/p>\n
Preparatory Works Completed<\/strong><\/p>\n This milestone follows a series of critical preparatory activities, including:<\/p>\n Piles Installation (Deep Foundations)<\/strong> Sheet Piles (Excavation Support System)<\/strong> Dewatering Wells<\/strong> Groundwater Control<\/strong> Pile Head Breaking<\/strong> Sub-base and Blinding Concrete<\/strong> Waterproofing Works<\/strong> Deep Reinforcement<\/strong> Main Foundation Pouring<\/strong> This achievement marks a pivotal step in the development of the Iraqi Tower, reinforcing its position as a landmark of engineering and modern architecture in Baghdad.<\/p>\n","protected":false},"excerpt":{"rendered":" Baghdad \u2013 July 9, 2025 The management of the Iraqi Tower project announced the successful completion of the Lift Pit […]<\/p>\n","protected":false},"author":1,"featured_media":1986,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","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":"","ast-disable-related-posts":"","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":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"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":""},"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":[1],"tags":[],"class_list":["post-3652","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/posts\/3652","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/comments?post=3652"}],"version-history":[{"count":2,"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/posts\/3652\/revisions"}],"predecessor-version":[{"id":3671,"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/posts\/3652\/revisions\/3671"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/media\/1986"}],"wp:attachment":[{"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/media?parent=3652"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/categories?post=3652"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/dtbgd.com\/en\/wp-json\/wp\/v2\/tags?post=3652"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
\nA total of 304 piles were installed. These are deep reinforced concrete columns that transfer the tower\u2019s load to stable soil layers.<\/p>\n
\nRetaining walls made of steel or concrete were driven into the soil to stabilize excavation sides up to 12 meters deep, preventing soil collapse.<\/p>\n
\nSpecialized wells were drilled to lower the groundwater level according to geotechnical studies, ensuring a dry and stable working environment.<\/p>\n
\nFull control systems were applied to prevent water inflow, protecting the foundation quality.<\/p>\n
\nThe heads of 30 piles, each 41 meters deep and 1.5 meters in diameter with a capacity of 1100 MPa, were removed to reach the required foundation level.<\/p>\n
\nA preparation layer was placed, followed by a thin blinding concrete layer to create a clean and stable surface before the main foundation.<\/p>\n
\nAdvanced waterproofing systems were applied to foundations and piles, ensuring long-term durability.<\/p>\n
\nSteel reinforcement networks were placed within the 3-meter-deep foundation to strengthen the structural base.<\/p>\n
\n1,000 m\u00b3 of concrete was poured, incorporating GGBFS (Ground Granulated Blast Furnace Slag) \u2013 an eco-friendly cement replacement that reduces heat of hydration and enhances concrete durability.<\/p>\n