{"id":10,"date":"2020-03-12T02:35:40","date_gmt":"2020-03-12T01:35:40","guid":{"rendered":"http:\/\/www.systab.it\/?page_id=10"},"modified":"2026-03-02T17:14:24","modified_gmt":"2026-03-02T16:14:24","slug":"resine-espandenti-per-fondazioni","status":"publish","type":"page","link":"https:\/\/www.systab.it\/en\/resine-espandenti-per-fondazioni\/","title":{"rendered":"INJECTIONS OF EXPANDING RESINS"},"content":{"rendered":"[et_pb_section][et_pb_row][et_pb_column type=&#8221;4_4&#8243;][et_pb_text][vc_row fullwidth=&#8221;false&#8221; attached=&#8221;false&#8221; padding=&#8221;0&#8243; visibility=&#8221;&#8221; animation=&#8221;&#8221;][vc_column border_color=&#8221;&#8221; visibility=&#8221;&#8221; width=&#8221;1\/1&#8243;][mk_fancy_title tag_name=&#8221;h2&#8243; style=&#8221;false&#8221; color=&#8221;#393836&#8243; size=&#8221;36&#8243; font_weight=&#8221;inherit&#8221; font_style=&#8221;inhert&#8221; letter_spacing=&#8221;0&#8243; margin_top=&#8221;0&#8243; margin_bottom=&#8221;18&#8243; font_family=&#8221;none&#8221; align=&#8221;left&#8221;]\n<p class=\"Standard\"><span lang=\"EN-US\">IN ANY CASE THE OPTIMAL RESIN IN ORDER TO OBTAIN THE BEST RESULT EVER POSSIBLE<\/span><\/p>\n[\/mk_fancy_title][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text disable_pattern=&#8221;true&#8221; align=&#8221;left&#8221; margin_bottom=&#8221;0&#8243;]The collapse of the foundations and of the ground below causes cracks and fissures on the walls. In order to restore the original stability, cancel the disruption and ensure security now and in the future, you need a consolidation by injection of expanding resins. SYSTAB uses slow expansion resins and evaluate case by case the use of the best resin, combining: high-density resins, high expansion resins and if necessary cement mixtures.\n\n<a href=\"http:\/\/www.systab.it\/wp-content\/uploads\/2015\/09\/fase-iniezione-resine-espandenti-systab.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"alignright wp-image-5879\" src=\"http:\/\/www.systab.it\/wp-content\/uploads\/2015\/09\/fase-iniezione-resine-espandenti-systab.jpg\" alt=\"sez3\" width=\"350\" height=\"483\" \/><\/a>The methodology proposed by SYSTAB is an exclusive system based on the injection in the ground, below the foundation, of highly expansive bicomponent resins and able to obtain:\n<ul>\n \t<li>filling of voids and cavities (for example due to washing away or drying \/ shrinkage of clay soils);<\/li>\n \t<li>compaction of the soil with increase of the mechanical strength;<\/li>\n \t<li>waterproofing and water separation;<\/li>\n \t<li>reactivation of the foundation, in fact, the active technique is able to restore the proper and complete support of the ground bottom surface favoring a homogeneous load distribution.<\/li>\n<\/ul>\nThe injection of expanding resins for the consolidation of the foundations is the least invasive technology ever to consolidate the ground knot foundation.\n\nIdeal Application area:\n<ul>\n \t<li><strong>recovery of the differential subsidence of foundations (in particular related to the presence of clays susceptible to humidity variations);<\/strong><\/li>\n \t<li><strong>filling cavities;<\/strong><\/li>\n \t<li><strong>stabilization of pavements;<\/strong><\/li>\n \t<li><strong>increase of the geomechanical properties of soils in view of superelevations, increases of load and seismic adjustments.<\/strong><\/li>\n<\/ul>\n[\/vc_column_text][vc_separator color=&#8221;grey&#8221; align=&#8221;align_center&#8221;][\/vc_column][\/vc_row][vc_row fullwidth=&#8221;false&#8221; attached=&#8221;false&#8221; padding=&#8221;0&#8243; visibility=&#8221;&#8221; animation=&#8221;&#8221;][vc_column border_color=&#8221;&#8221; visibility=&#8221;&#8221; width=&#8221;1\/3&#8243;][mk_image src=&#8221;http:\/\/www.systab.it\/wp-content\/uploads\/2015\/07\/fase-di-foratura-pre-iniezione.jpg&#8221; image_width=&#8221;300&#8243; image_height=&#8221;300&#8243; crop=&#8221;true&#8221; svg=&#8221;false&#8221; lightbox=&#8221;false&#8221; frame_style=&#8221;simple&#8221; target=&#8221;_self&#8221; caption_location=&#8221;inside-image&#8221; align=&#8221;center&#8221; margin_bottom=&#8221;10&#8243;][\/vc_column][vc_column border_color=&#8221;&#8221; visibility=&#8221;&#8221; width=&#8221;1\/3&#8243;][mk_image src=&#8221;http:\/\/www.systab.it\/wp-content\/uploads\/2015\/07\/fase-di-iniezione-resine-espandenti.jpg&#8221; image_width=&#8221;300&#8243; image_height=&#8221;300&#8243; crop=&#8221;true&#8221; svg=&#8221;false&#8221; lightbox=&#8221;false&#8221; frame_style=&#8221;simple&#8221; target=&#8221;_self&#8221; caption_location=&#8221;inside-image&#8221; align=&#8221;center&#8221; margin_bottom=&#8221;10&#8243;][\/vc_column][vc_column border_color=&#8221;&#8221; visibility=&#8221;&#8221; width=&#8221;1\/3&#8243;][mk_image src=&#8221;http:\/\/www.systab.it\/wp-content\/uploads\/2015\/09\/prova-penetrometrica-portanza.jpg&#8221; image_width=&#8221;300&#8243; image_height=&#8221;300&#8243; crop=&#8221;true&#8221; svg=&#8221;false&#8221; lightbox=&#8221;false&#8221; frame_style=&#8221;simple&#8221; target=&#8221;_self&#8221; caption_location=&#8221;inside-image&#8221; align=&#8221;center&#8221; margin_bottom=&#8221;10&#8243;][\/vc_column][\/vc_row][vc_row fullwidth=&#8221;false&#8221; attached=&#8221;false&#8221; padding=&#8221;0&#8243; visibility=&#8221;&#8221; animation=&#8221;&#8221;][vc_column border_color=&#8221;&#8221; visibility=&#8221;&#8221; width=&#8221;1\/1&#8243;][mk_padding_divider][\/vc_column][\/vc_row][vc_row fullwidth=&#8221;false&#8221; attached=&#8221;false&#8221; padding=&#8221;0&#8243;][vc_column border_color=&#8221;&#8221; visibility=&#8221;&#8221; width=&#8221;1\/1&#8243;][vc_column_text disable_pattern=&#8221;true&#8221; align=&#8221;left&#8221; margin_bottom=&#8221;0&#8243;]\n\n<iframe loading=\"lazy\" src=\"https:\/\/www.youtube.com\/embed\/QtZkN3jLLNs?rel=0\" width=\"1100\" height=\"619\" frameborder=\"0\" allowfullscreen=\"allowfullscreen\"><\/iframe>\n\n[\/vc_column_text][\/vc_column][\/vc_row][\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]","protected":false},"excerpt":{"rendered":"<p><div class=\"et_pb_section et_pb_section_0 et_section_regular\" >\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t<\/div><div class=\"et_pb_row et_pb_row_0 et_pb_row_empty\">\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t<\/div><div class=\"et_pb_module et_pb_text et_pb_text_0  et_pb_text_align_left et_pb_bg_layout_light\">\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t\t\n\t\t\t<\/div>[vc_row fullwidth=&#8221;false&#8221; attached=&#8221;false&#8221; padding=&#8221;0&#8243; visibility=&#8221;&#8221; animation=&#8221;&#8221;][vc_column border_color=&#8221;&#8221; visibility=&#8221;&#8221; width=&#8221;1\/1&#8243;][mk_fancy_title tag_name=&#8221;h2&#8243; style=&#8221;false&#8221; color=&#8221;#393836&#8243; size=&#8221;36&#8243; font_weight=&#8221;inherit&#8221; font_style=&#8221;inhert&#8221; letter_spacing=&#8221;0&#8243; margin_top=&#8221;0&#8243; margin_bottom=&#8221;18&#8243; font_family=&#8221;none&#8221; align=&#8221;left&#8221;] IN ANY CASE THE OPTIMAL RESIN IN ORDER TO OBTAIN THE BEST RESULT EVER POSSIBLE [\/mk_fancy_title][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text disable_pattern=&#8221;true&#8221; align=&#8221;left&#8221; margin_bottom=&#8221;0&#8243;]The collapse of the foundations and of the ground below causes cracks and fissures on the walls. [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"[vc_row fullwidth=\"false\" attached=\"false\" padding=\"0\" visibility=\"\" animation=\"\"][vc_column border_color=\"\" visibility=\"\" width=\"1\/1\"][mk_fancy_title tag_name=\"h2\" style=\"false\" color=\"#393836\" size=\"36\" font_weight=\"inherit\" font_style=\"inhert\" letter_spacing=\"0\" margin_top=\"0\" margin_bottom=\"18\" font_family=\"none\" align=\"left\"]\n<p class=\"Standard\"><span lang=\"EN-US\">IN ANY CASE THE OPTIMAL RESIN IN ORDER TO OBTAIN THE BEST RESULT EVER POSSIBLE<\/span><\/p>\n[\/mk_fancy_title][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text disable_pattern=\"true\" align=\"left\" margin_bottom=\"0\"]The collapse of the foundations and of the ground below causes cracks and fissures on the walls. In order to restore the original stability, cancel the disruption and ensure security now and in the future, you need a consolidation by injection of expanding resins. SYSTAB uses slow expansion resins and evaluate case by case the use of the best resin, combining: high-density resins, high expansion resins and if necessary cement mixtures.\n\n<a href=\"http:\/\/www.systab.it\/wp-content\/uploads\/2015\/09\/fase-iniezione-resine-espandenti-systab.jpg\"><img class=\"alignright wp-image-5879\" src=\"http:\/\/www.systab.it\/wp-content\/uploads\/2015\/09\/fase-iniezione-resine-espandenti-systab.jpg\" alt=\"sez3\" width=\"350\" height=\"483\" \/><\/a>The methodology proposed by SYSTAB is an exclusive system based on the injection in the ground, below the foundation, of highly expansive bicomponent resins and able to obtain:\n<ul>\n \t<li>filling of voids and cavities (for example due to washing away or drying \/ shrinkage of clay soils);<\/li>\n \t<li>compaction of the soil with increase of the mechanical strength;<\/li>\n \t<li>waterproofing and water separation;<\/li>\n \t<li>reactivation of the foundation, in fact, the active technique is able to restore the proper and complete support of the ground bottom surface favoring a homogeneous load distribution.<\/li>\n<\/ul>\nThe injection of expanding resins for the consolidation of the foundations is the least invasive technology ever to consolidate the ground knot foundation.\n\nIdeal Application area:\n<ul>\n \t<li><strong>recovery of the differential subsidence of foundations (in particular related to the presence of clays susceptible to humidity variations);<\/strong><\/li>\n \t<li><strong>filling cavities;<\/strong><\/li>\n \t<li><strong>stabilization of pavements;<\/strong><\/li>\n \t<li><strong>increase of the geomechanical properties of soils in view of superelevations, increases of load and seismic adjustments.<\/strong><\/li>\n<\/ul>\n[\/vc_column_text][vc_separator color=\"grey\" align=\"align_center\"][\/vc_column][\/vc_row][vc_row fullwidth=\"false\" attached=\"false\" padding=\"0\" visibility=\"\" animation=\"\"][vc_column border_color=\"\" visibility=\"\" width=\"1\/3\"][mk_image src=\"http:\/\/www.systab.it\/wp-content\/uploads\/2015\/07\/fase-di-foratura-pre-iniezione.jpg\" image_width=\"300\" image_height=\"300\" crop=\"true\" svg=\"false\" lightbox=\"false\" frame_style=\"simple\" target=\"_self\" caption_location=\"inside-image\" align=\"center\" margin_bottom=\"10\"][\/vc_column][vc_column border_color=\"\" visibility=\"\" width=\"1\/3\"][mk_image src=\"http:\/\/www.systab.it\/wp-content\/uploads\/2015\/07\/fase-di-iniezione-resine-espandenti.jpg\" image_width=\"300\" image_height=\"300\" crop=\"true\" svg=\"false\" lightbox=\"false\" frame_style=\"simple\" target=\"_self\" caption_location=\"inside-image\" align=\"center\" margin_bottom=\"10\"][\/vc_column][vc_column border_color=\"\" visibility=\"\" width=\"1\/3\"][mk_image src=\"http:\/\/www.systab.it\/wp-content\/uploads\/2015\/09\/prova-penetrometrica-portanza.jpg\" image_width=\"300\" image_height=\"300\" crop=\"true\" svg=\"false\" lightbox=\"false\" frame_style=\"simple\" target=\"_self\" caption_location=\"inside-image\" align=\"center\" margin_bottom=\"10\"][\/vc_column][\/vc_row][vc_row fullwidth=\"false\" attached=\"false\" padding=\"0\" visibility=\"\" animation=\"\"][vc_column border_color=\"\" visibility=\"\" width=\"1\/1\"][mk_padding_divider][\/vc_column][\/vc_row][vc_row fullwidth=\"false\" attached=\"false\" padding=\"0\"][vc_column border_color=\"\" visibility=\"\" width=\"1\/1\"][vc_column_text disable_pattern=\"true\" align=\"left\" margin_bottom=\"0\"]\n\n<iframe src=\"https:\/\/www.youtube.com\/embed\/QtZkN3jLLNs?rel=0\" width=\"1100\" height=\"619\" frameborder=\"0\" allowfullscreen=\"allowfullscreen\"><\/iframe>\n\n[\/vc_column_text][\/vc_column][\/vc_row]","_et_gb_content_width":"","footnotes":""},"categories":[60],"tags":[],"class_list":["post-10","page","type-page","status-publish","hentry","category-resine-espandenti"],"_links":{"self":[{"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/pages\/10","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/comments?post=10"}],"version-history":[{"count":55,"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/pages\/10\/revisions"}],"predecessor-version":[{"id":17059,"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/pages\/10\/revisions\/17059"}],"wp:attachment":[{"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/media?parent=10"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/categories?post=10"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.systab.it\/en\/wp-json\/wp\/v2\/tags?post=10"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}