{"id":31071,"date":"2026-06-05T11:21:24","date_gmt":"2026-06-05T09:21:24","guid":{"rendered":"https:\/\/www.hbm.hu\/?page_id=31071"},"modified":"2026-06-05T11:21:24","modified_gmt":"2026-06-05T09:21:24","slug":"bored-pile-foundation","status":"publish","type":"page","link":"https:\/\/www.hbm.hu\/en\/bored-pile-foundation\/","title":{"rendered":"Bored pile foundation"},"content":{"rendered":"<div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container has-pattern-background has-mask-background hundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-top:0px;--awb-padding-right:4%;--awb-padding-bottom:0px;--awb-padding-left:4%;--awb-margin-top:0px;--awb-margin-bottom:0px;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"width:104% !important;max-width:104% !important;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-0 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-color:var(--awb-color1);--awb-bg-color-hover:var(--awb-color1);--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:48px;--awb-spacing-right-large:0%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-1 intro_titre_rouge\" style=\"--awb-content-alignment:justify;--awb-font-size:18px;\"><p><b><span style=\"color: var(--awb-color5);font-size: 35px\" data-fusion-font=\"true\">Slurry supported bored pile foundation<\/span><\/b><\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-1 fusion_builder_column_1_2 1_2 fusion-flex-column\" style=\"--awb-bg-color:var(--awb-color1);--awb-bg-color-hover:var(--awb-color1);--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:3.84%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-margin-top-small:0px;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-2 article_chapeau\" style=\"--awb-content-alignment:justify;--awb-font-size:18px;\"><p data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">Application:<\/p>\n<ul style=\"list-style-type: disc\">\n<li><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">deep foundations for <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">large\u2011span bridge structures<\/strong><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\"> on- and off-shore<\/span><\/li>\n<li><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">deep foundation elements for <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">heavily loaded structures<\/strong><\/li>\n<\/ul>\n<p><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">This method is used for the construction of <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">reinforced concrete piles with diameters of 1.0 meter or larger<\/strong><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">, and for piles that <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">exceed depths of 22\u201324 meters and therefore CFA method cannot be applied<\/strong><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">. The technology is characterized by the use of a <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">cylindrical drilling bucket<\/strong><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">, which removes the soil while the <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">stability of the borehole is maintained by bentonite or polymer slurry<\/strong><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">, similarly to diaphragm wall excavation. <\/span><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">After the excavation of the pile borehole is completed, the <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">reinforcement cage forming the permanent structural element is installed<\/strong><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">, followed by <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">concreting of the pile<\/strong><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">, carried out <\/span><strong data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">in parallel with the de-pumping of the slurry from the borehole<\/strong><span data-fusion-font=\"true\" style=\"font-size: 15px;line-height: 20px\">.<\/span><\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-2 fusion_builder_column_1_2 1_2 fusion-flex-column\" style=\"--awb-padding-bottom:25px;--awb-padding-top-small:0px;--awb-padding-bottom-small:0px;--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:3.84%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-margin-top-small:0px;--awb-spacing-right-small:1.92%;--awb-margin-bottom-small:0px;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-image-element\" style=\"--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);\"><span class=\" fusion-imageframe imageframe-none imageframe-1 hover-type-none\"><img decoding=\"async\" width=\"1024\" height=\"583\" title=\"Micropiles\" src=\"https:\/\/www.hbm.hu\/wp-content\/uploads\/sites\/6\/2025\/01\/Micropiles.jpg\" data-orig-src=\"https:\/\/www.hbm.hu\/wp-content\/uploads\/sites\/6\/2025\/01\/Micropiles-1024x583.jpg\" alt class=\"lazyload img-responsive wp-image-7331\" 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\/><\/span><\/div><\/div><\/div><\/div><\/div>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1830,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-31071","page","type-page","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Slurry supported bored pile foundation Application: deep foundations for large\u2011span bridge structures on- and off-shore deep foundation elements for heavily loaded structures This method is used for the construction of reinforced concrete piles with diameters of 1.0 meter or larger, and for piles that exceed depths of 22\u201324 meters and therefore CFA method cannot be\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" 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