{"id":2528,"date":"2024-10-11T07:51:14","date_gmt":"2024-10-11T07:51:14","guid":{"rendered":"https:\/\/seabrokers.no\/fundamentering\/?post_type=referanser&#038;p=2528"},"modified":"2024-10-11T07:53:16","modified_gmt":"2024-10-11T07:53:16","slug":"dolo-reff-11-stortingsgata-6-oslo-jetgrunn","status":"publish","type":"referanser","link":"https:\/\/seabrokers.no\/fundamentering\/en\/referanser\/dolo-reff-11-stortingsgata-6-oslo-jetgrunn\/","title":{"rendered":"Dolo Reff 12 Nye Ahus, L\u00f8renskog  JETGRUNN"},"content":{"rendered":"<p><strong>Orientation about the project<\/strong><\/p>\n<p>A new 100% waterproof was to be established<\/p>\n<p>safety construction of jet piles which was supposed to be the basis for<\/p>\n<p>new culvert through Block S by Ahus. The building was<\/p>\n<p>founded with piles to solid rock there<\/p>\n<p>safety structures were to be established.<\/p>\n<p>The security structure was to be complete with walls and<\/p>\n<p>floor and have a clear width and height equal to 2.5 m x 3.5 m. It was set<\/p>\n<p>requirements for zero sets, deformations, shakes or<\/p>\n<p>vibrations during the execution, since the hospital was supposed to be in<\/p>\n<p>full operation during the construction period.<\/p>\n<p><strong>Basic conditions<\/strong><\/p>\n<p>The total soundings were carried out, which showed depths to rock on<\/p>\n<p>approx. 16 &#8211; 19 m. The loose masses were assumed to consist of medium solids<\/p>\n<p>to firm silty clay. The total soundings showed that during approx. 10<\/p>\n<p>&#8211; 12 m depth was a transition to coarser masses (the moraines).<\/p>\n<p>Under the floor in Block S, there was supposed to be a drainage layer<\/p>\n<p>puck.<\/p>\n<p><strong>Solution<\/strong><\/p>\n<p>It was established approx. 75 jet piles and a total of approx. 290<\/p>\n<p>running meters. The diameter varied from 1.2 to 2.0 m. Mutually<\/p>\n<p>c\/c distance between the piles was from 1.2 to 1.7m. It was also<\/p>\n<p>installed 4 EC1 piles to rock to support parts of it<\/p>\n<p>the existing construction.<\/p>\n<p><strong>Conclusion<\/strong><\/p>\n<p>No heaving or settling was observed during or after<\/p>\n<p>production. The excavation of the basement showed that the jet piles<\/p>\n<p>constituted a dense construction.<\/p>\n","protected":false},"featured_media":2532,"parent":0,"menu_order":1,"template":"","meta":{"_links_to":"","_links_to_target":""},"class_list":["post-2528","referanser","type-referanser","status-publish","hentry","reference-type-dolomiti-refferanser-eng"],"acf":{"subtitle":"Referanse","title":"Nye Ahus, L\u00f8renskog  JETGRUNN","text":"","buttons":null,"image":"","video":"","focus_point":"end","style":"dark","type":"full","overlay_opacity":60,"enable_animation":false,"lottie":"","animation_opacity":60},"_links":{"self":[{"href":"https:\/\/seabrokers.no\/fundamentering\/en\/wp-json\/wp\/v2\/referanser\/2528","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/seabrokers.no\/fundamentering\/en\/wp-json\/wp\/v2\/referanser"}],"about":[{"href":"https:\/\/seabrokers.no\/fundamentering\/en\/wp-json\/wp\/v2\/types\/referanser"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/seabrokers.no\/fundamentering\/en\/wp-json\/wp\/v2\/media\/2532"}],"wp:attachment":[{"href":"https:\/\/seabrokers.no\/fundamentering\/en\/wp-json\/wp\/v2\/media?parent=2528"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}