{"id":18222,"date":"2022-12-29T11:13:46","date_gmt":"2022-12-29T11:13:46","guid":{"rendered":"https:\/\/icp-staging-site-new-wordpress.rz.mup-digital.com\/?post_type=product&#038;p=18222"},"modified":"2023-03-10T08:52:43","modified_gmt":"2023-03-10T08:52:43","slug":"ganzheitliche-sanierung-des-entwasserungssystems-deponie-morgenstern-landkreis-goslar-2","status":"publish","type":"product","link":"https:\/\/icp-ing.de\/en\/product\/ganzheitliche-sanierung-des-entwasserungssystems-deponie-morgenstern-landkreis-goslar-2\/","title":{"rendered":"Holistic rehabilitation of the drainage system at Morgenstern landfill site, Goslar district"},"content":{"rendered":"<p><strong>Client:\u00a0<\/strong>Kreiswirtschaftsbetriebe (KWB) Goslar; Own business of the district of Goslar<br \/>\n<strong>Mission:\u00a0<\/strong>Redevelopment concept, planning (LPH 1-9 HOAI), local construction supervision<\/p>\n<h2>Boundary conditions<\/h2>\n<p><strong><u>BA I:<\/u>\u00a0<\/strong>Dilapidated central shaft of masonry concrete blocks DN 2,500, depth approx. 57 m, considerable slanting\/twisting, shaft internals partially collapsed, concrete corrosion, washed-out joints with uncontrolled water inflow, massive deposits, collapsed drainage pipes at shaft bottom.<\/p>\n<p><strong><u>BA II:<\/u><\/strong>\u00a0Central seepage drainage pipe made of PE with massive damage (deformations, collapses, cracks\/shards, deposits), overburden up to 35 m, water discharge severely restricted, cleaning\/TV no longer possible for many years.<\/p>\n<h2><img fetchpriority=\"high\" decoding=\"async\" class=\"size-full wp-image-2933 alignleft\" src=\"\/wp-content\/uploads\/2022\/12\/Morgenstern-05.jpg\" alt=\"Morgenstern\" width=\"180\" height=\"284\" \/><\/h2>\n<h2>Rehabilitation techniques<strong>\u00a0<\/strong><\/h2>\n<h3><strong>1. leachate central shaft BA I<\/strong><\/h3>\n<ul>\n<li>Clearing out, securing, exploration, sampling of the existing shaft<\/li>\n<li>Dismantling and closing of a ducting shaft, sealing of a foundation penetration<\/li>\n<li>GRP inliner rehabilitation using the shaft-in-shaft method<\/li>\n<li>Laying drainage pipes in the annular space, graveling the annular space<\/li>\n<li>Insertion of new drainage stub pipes using the horizontal drilling method, blind holes at the bottom of the shaft and in further drainage horizons (11\u00f734 m)<\/li>\n<li>Use of special equipment (e.g. drilling rig) and safety equipment (e.g. redundant entry device with full respiratory protection, working scaffold in the shaft up to 45 m height).<\/li>\n<\/ul>\n<h3><strong>2. rehabilitation of the drainage pipe BA II<\/strong><\/h3>\n<ul>\n<li>Rehabilitation of the drainage pipeline over a length of 350 m by means of burst lining using the tandem shaft method and shaft-on-shaft method.<\/li>\n<li>Renewal of a perimeter dam penetration using the cut-and-cover method (slide-rail shoring)<\/li>\n<\/ul>\n<p><strong>Versions: 2013-2016<br \/>\nICP Project Management:\u00a0<\/strong>Dipl.-Ing. (FH) J\u00f6rg K\u00e4ssinger<br \/>\n<strong>Editing\/ED:\u00a0<\/strong>Dipl.-Ing. (FH) J\u00f6rg K\u00e4ssinger, Dipl.-Ing. (FH) Wolfgang Edenberger<\/p>\n<h3>Detailed presentation of the project in the publication in M\u00fcll und Abfall 01\/2017<\/h3>\n<div id=\"attachment_2925\" class=\"wp-caption alignnone\">\n<p><a href=\"https:\/\/icp-ing.de\/wordpress\/wp-content\/uploads\/2017\/02\/MuA_2017-01_Kaessinger.pdf\" target=\"_blank\" rel=\"noopener\"><img decoding=\"async\" class=\"wp-image-2925 size-medium\" src=\"https:\/\/icp-ing.de\/wordpress\/wp-content\/uploads\/2014\/05\/Morgenstern-Ver%C3%B6ffentlichung-300x95.jpg\" sizes=\"(max-width: 300px) 100vw, 300px\" srcset=\"https:\/\/icp-ing.de\/wordpress\/wp-content\/uploads\/2014\/05\/Morgenstern-Ver\u00f6ffentlichung-300x95.jpg 300w, https:\/\/icp-ing.de\/wordpress\/wp-content\/uploads\/2014\/05\/Morgenstern-Ver\u00f6ffentlichung-768x244.jpg 768w, https:\/\/icp-ing.de\/wordpress\/wp-content\/uploads\/2014\/05\/Morgenstern-Ver\u00f6ffentlichung-240x76.jpg 240w, https:\/\/icp-ing.de\/wordpress\/wp-content\/uploads\/2014\/05\/Morgenstern-Ver\u00f6ffentlichung.jpg 809w\" alt=\"Morgenstern \" width=\"300\" height=\"95\" \/><\/a><\/p>\n<p class=\"wp-caption-text\">Just click on the image and view the pdf.<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>Client: Kreiswirtschaftsbetriebe (KWB) Goslar; Eigenbetrieb des Landkreises Goslar Contract: Remediation concept, planning (LPH 1-9 HOAI), local construction supervision Boundary conditions BA I: Dilapidated central shaft made of brickwork<\/p>","protected":false},"featured_media":18230,"template":"","meta":{"inline_featured_image":false},"product_brand":[],"product_cat":[52],"product_tag":[],"class_list":{"0":"post-18222","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-entwasserungseinrichtungen","8":"first","9":"instock","10":"shipping-taxable","11":"product-type-simple"},"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/icp-ing.de\/en\/wp-json\/wp\/v2\/product\/18222","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/icp-ing.de\/en\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/icp-ing.de\/en\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/icp-ing.de\/en\/wp-json\/wp\/v2\/media\/18230"}],"wp:attachment":[{"href":"https:\/\/icp-ing.de\/en\/wp-json\/wp\/v2\/media?parent=18222"}],"wp:term":[{"taxonomy":"product_brand","embeddable":true,"href":"https:\/\/icp-ing.de\/en\/wp-json\/wp\/v2\/product_brand?post=18222"},{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/icp-ing.de\/en\/wp-json\/wp\/v2\/product_cat?post=18222"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/icp-ing.de\/en\/wp-json\/wp\/v2\/product_tag?post=18222"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}