{"id":2494,"date":"2024-10-11T07:21:56","date_gmt":"2024-10-11T07:21:56","guid":{"rendered":"https:\/\/seabrokers.no\/fundamentering\/?post_type=referanser&p=2494"},"modified":"2024-10-11T07:23:25","modified_gmt":"2024-10-11T07:23:25","slug":"dolo-reff-7-presidentveita-i-trondheim-jetgrunn","status":"publish","type":"referanser","link":"https:\/\/seabrokers.no\/fundamentering\/en\/referanser\/dolo-reff-7-presidentveita-i-trondheim-jetgrunn\/","title":{"rendered":"Dolo Reff 8 Undergang Eidanger ved Porsgrunn JETGRUNN"},"content":{"rendered":"

Basic conditions<\/strong><\/p>\n

The jet piles were established in overconsolidated sand\/gravel masses with<\/p>\n

strong elements of stone and blocks.<\/p>\n

Solution<\/strong><\/p>\n

The land vessels for the bridges were solved using the jet injection method<\/p>\n

where a by casting 3 rows of piles with a total of 188 jet piles formed<\/p>\n

an intrinsically stable massive construction. On the pile construction it was<\/p>\n

cast a load and stress-distributing beam in reinforced concrete. It<\/p>\n

the massive construction of jet-injected material forms together<\/p>\n

with the tension-distributing concrete beam<\/p>\n

the land vessel construction.<\/p>\n

The superstructure consists of 3 separate trough bridges. The bridges have been built<\/p>\n

of prestressed concrete and is laid on the land vessel construction<\/p>\n

with the help of bridge bearing between land tank and superstructure.<\/p>\n

The superstructure has a span<\/p>\n

of 27 m and a total length of 34 m.<\/p>\n

1,300 m3 of concrete and 180 tonnes of reinforcement were used.<\/p>\n

The work was carried out with extended control.<\/p>\n

The Eidanger project was an R&D project where the parties were the State<\/p>\n

Road Administration Telemark, the Ministry of Trade and Industry \/ the Industrial Fund and<\/p>\n

Consulting engineers L. \u00d8. Hoksrud AS.<\/p>\n

Reference: Eidanger project, Rv 36. Lecture compendiums from<\/p>\n

mini-conference, on 25 September<\/p>\n

1991<\/p>\n","protected":false},"featured_media":2498,"parent":0,"menu_order":1,"template":"","meta":{"_links_to":"","_links_to_target":""},"class_list":["post-2494","referanser","type-referanser","status-publish","hentry","reference-type-dolomiti-refferanser-eng"],"acf":{"subtitle":"Referanse","title":"Underpass Eidanger near Porsgrunn","text":"The stretch at Eidanger station was a bottleneck on national road 36\r\n\r\nfrom the E18 towards the center of Porsgrunn. The road\r\n\r\nwas therefore replaced with an unplanned underpass under the Vestfold Line\r\n\r\nand a local road.\r\n\r\nThe project included the construction of three separate trough bridges, 2 NSB bridges\r\n\r\nand a road bridge.","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\/2494","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\/2498"}],"wp:attachment":[{"href":"https:\/\/seabrokers.no\/fundamentering\/en\/wp-json\/wp\/v2\/media?parent=2494"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}