{"id":716,"date":"2012-09-22T21:25:29","date_gmt":"2012-09-22T19:25:29","guid":{"rendered":"https:\/\/www.pato.it\/?p=716"},"modified":"2023-12-01T15:34:13","modified_gmt":"2023-12-01T14:34:13","slug":"h-d-d-horizontal-directional-drilling","status":"publish","type":"post","link":"https:\/\/www.pato.it\/en\/h-d-d-horizontal-directional-drilling\/","title":{"rendered":"H.D.D. \/ Horizontal Directional Drilling"},"content":{"rendered":"<p><!--:it--><\/p>\n<p align=\"left\">&nbsp;<\/p>\n<p align=\"left\">APPLICATIONS<\/p>\n<p>&#8211; depending on the results of the hydrogeological investigations:<\/p>\n<p>&#8211; above groundwater;<\/p>\n<p>&#8211; below groundwater.<\/p>\n<p>&#8211; depending on the results of the geological and geotechnical investigations:<\/p>\n<p>&#8211; in cohesive and non-cohesive soils;<\/p>\n<p>&#8211; in soft and solid rocks;<\/p>\n<p>&#8211; challenging in the presence of sand and gravel.<\/p>\n<p align=\"left\">TECHNICAL DATA<\/p>\n<p>&#8211; bore diameter dmin &#8211; dmax = 50-1200 mm<\/p>\n<p>&#8211; up to 1000 m, without an exact upper limit depending on pipe (diameter and material).<\/p>\n<p align=\"left\">&nbsp;&gt; DOWNLOAD&nbsp; <a href=\"http:\/\/www.pato.it\/wp-content\/uploads\/2012\/09\/TOC.pdf\">DOCUMENT INSERT<\/a><\/p>\n<p align=\"left\">ngg_shortcode_0_placeholder<\/p>\n<h4 align=\"left\">VIDEO<\/h4>\n<p><iframe loading=\"lazy\" title=\"T.O.C.\" width=\"500\" height=\"281\" src=\"https:\/\/www.youtube.com\/embed\/videoseries?list=PL4D32145BF9F94B1C\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe><\/p>\n","protected":false},"excerpt":{"rendered":"<p>&nbsp; APPLICATIONS &#8211; depending on the results of the hydrogeological investigations: &#8211; above groundwater; &#8211; below groundwater. &#8211; depending on the results of the geological and geotechnical investigations: &#8211; in cohesive and non-cohesive soils; &#8211; in soft and solid rocks; &#8211; challenging in the presence of sand and gravel. TECHNICAL DATA &#8211; bore diameter dmin [&hellip;]<\/p>\n","protected":false},"author":4,"featured_media":876,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"ngg_post_thumbnail":0,"footnotes":""},"categories":[46],"tags":[],"class_list":["post-716","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-in-evidenza-en"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/posts\/716","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/comments?post=716"}],"version-history":[{"count":1,"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/posts\/716\/revisions"}],"predecessor-version":[{"id":717,"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/posts\/716\/revisions\/717"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/media\/876"}],"wp:attachment":[{"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/media?parent=716"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/categories?post=716"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.pato.it\/en\/wp-json\/wp\/v2\/tags?post=716"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}