{"id":2614,"date":"2024-10-09T14:57:01","date_gmt":"2024-10-09T14:57:01","guid":{"rendered":"https:\/\/www.eg4risk.com\/modellazione-frane-3d\/"},"modified":"2025-02-13T14:00:25","modified_gmt":"2025-02-13T14:00:25","slug":"modellazione-frane-3d","status":"publish","type":"page","link":"https:\/\/www.eg4risk.com\/en\/modellazione-frane-3d\/","title":{"rendered":"3D Landslides modeling"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row row_height_percent=&#8221;0&#8243; back_image=&#8221;1981&#8243; back_position=&#8221;center center&#8221; overlay_color=&#8221;color-210407&#8243; overlay_alpha=&#8221;85&#8243; overlay_color_blend=&#8221;multiply&#8221; gutter_size=&#8221;3&#8243; column_width_percent=&#8221;100&#8243; shift_y=&#8221;0&#8243; z_index=&#8221;0&#8243; content_parallax=&#8221;0&#8243; uncode_shortcode_id=&#8221;132546&#8243; overlay_color_type=&#8221;uncode-palette&#8221;][vc_column column_width_percent=&#8221;100&#8243; align_horizontal=&#8221;align_center&#8221; gutter_size=&#8221;3&#8243; overlay_alpha=&#8221;50&#8243; shift_x=&#8221;0&#8243; shift_y=&#8221;0&#8243; shift_y_down=&#8221;0&#8243; z_index=&#8221;0&#8243; medium_width=&#8221;0&#8243; mobile_width=&#8221;0&#8243; width=&#8221;1\/1&#8243; uncode_shortcode_id=&#8221;422873&#8243;][vc_custom_heading text_color=&#8221;color-xsdn&#8221; heading_semantic=&#8221;h1&#8243; text_size=&#8221;h1&#8243; text_weight=&#8221;800&#8243; uncode_shortcode_id=&#8221;677692&#8243; text_color_type=&#8221;uncode-palette&#8221;]Services &#8211; 3D Landslides modeling[\/vc_custom_heading][\/vc_column][\/vc_row][vc_row][vc_column width=&#8221;1\/1&#8243;][uncode_block id=&#8221;2036&#8243;][\/vc_column][\/vc_row][vc_row row_height_percent=&#8221;0&#8243; back_color=&#8221;color-210407&#8243; overlay_alpha=&#8221;85&#8243; overlay_color_blend=&#8221;multiply&#8221; gutter_size=&#8221;3&#8243; column_width_percent=&#8221;100&#8243; shift_y=&#8221;0&#8243; z_index=&#8221;0&#8243; content_parallax=&#8221;0&#8243; uncode_shortcode_id=&#8221;184314&#8243; back_color_type=&#8221;uncode-palette&#8221;][vc_column column_width_percent=&#8221;100&#8243; align_horizontal=&#8221;align_center&#8221; gutter_size=&#8221;3&#8243; overlay_alpha=&#8221;50&#8243; shift_x=&#8221;0&#8243; shift_y=&#8221;0&#8243; shift_y_down=&#8221;0&#8243; z_index=&#8221;0&#8243; medium_width=&#8221;0&#8243; mobile_width=&#8221;0&#8243; width=&#8221;1\/1&#8243; uncode_shortcode_id=&#8221;422873&#8243;][vc_custom_heading text_color=&#8221;color-xsdn&#8221; heading_semantic=&#8221;h1&#8243; text_size=&#8221;h1&#8243; text_weight=&#8221;800&#8243; uncode_shortcode_id=&#8221;714437&#8243; text_color_type=&#8221;uncode-palette&#8221;]3D Landslides modeling[\/vc_custom_heading][\/vc_column][\/vc_row][vc_row row_height_percent=&#8221;0&#8243; back_image=&#8221;1970&#8243; overlay_alpha=&#8221;50&#8243; gutter_size=&#8221;3&#8243; column_width_percent=&#8221;100&#8243; shift_y=&#8221;0&#8243; z_index=&#8221;0&#8243; content_parallax=&#8221;0&#8243; uncode_shortcode_id=&#8221;636050&#8243;][vc_column column_width_percent=&#8221;100&#8243; gutter_size=&#8221;2&#8243; override_padding=&#8221;yes&#8221; column_padding=&#8221;2&#8243; overlay_alpha=&#8221;50&#8243; shift_x=&#8221;0&#8243; shift_y=&#8221;0&#8243; shift_y_down=&#8221;0&#8243; z_index=&#8221;0&#8243; medium_width=&#8221;0&#8243; mobile_width=&#8221;0&#8243; width=&#8221;1\/2&#8243; uncode_shortcode_id=&#8221;164105&#8243;][vc_custom_heading text_color=&#8221;color-210407&#8243; heading_semantic=&#8221;h5&#8243; text_size=&#8221;h5&#8243; uncode_shortcode_id=&#8221;154442&#8243; text_color_type=&#8221;uncode-palette&#8221;]Ten years experience in the characterization and modeling of the slope instabilities[\/vc_custom_heading][vc_custom_heading heading_semantic=&#8221;h1&#8243; text_size=&#8221;h1&#8243; text_weight=&#8221;800&#8243; uncode_shortcode_id=&#8221;138037&#8243;]Dependence on the geomorphology, geology and atmospheric agents[\/vc_custom_heading][vc_column_text uncode_shortcode_id=&#8221;195575&#8243;]Several instability phenomena can be characterized by a high mobility, both for the presence of a high water content, and for high energy or to the action of mechanisms that favor a decrease in the resistance of the materials involved.[\/vc_column_text][\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_empty_space empty_h=&#8221;1&#8243;][vc_gallery el_id=&#8221;gallery-166616&#8243; isotope_mode=&#8221;fitRows&#8221; medias=&#8221;2186,2187,2188,2189&#8243; gutter_size=&#8221;2&#8243; screen_lg=&#8221;1000&#8243; screen_md=&#8221;600&#8243; screen_sm=&#8221;480&#8243; images_size=&#8221;sixteen-nine&#8221; single_overlay_opacity=&#8221;50&#8243; single_padding=&#8221;2&#8243; uncode_shortcode_id=&#8221;195925&#8243;][\/vc_column][\/vc_row][vc_row row_height_percent=&#8221;0&#8243; back_color=&#8221;color-jevc&#8221; overlay_alpha=&#8221;50&#8243; gutter_size=&#8221;3&#8243; column_width_percent=&#8221;100&#8243; shift_y=&#8221;0&#8243; z_index=&#8221;0&#8243; content_parallax=&#8221;0&#8243; uncode_shortcode_id=&#8221;299090&#8243; back_color_type=&#8221;uncode-palette&#8221;][vc_column width=&#8221;1\/1&#8243;][vc_row_inner row_inner_height_percent=&#8221;0&#8243; overlay_alpha=&#8221;50&#8243; equal_height=&#8221;yes&#8221; gutter_size=&#8221;3&#8243; shift_y=&#8221;0&#8243; z_index=&#8221;0&#8243; uncode_shortcode_id=&#8221;144570&#8243;][vc_column_inner width=&#8221;1\/2&#8243;][vc_column_text text_color=&#8221;color-xsdn&#8221; uncode_shortcode_id=&#8221;649198&#8243; text_color_type=&#8221;uncode-palette&#8221;]EG4Risk participants have considerable experience in modeling such phenomena, both for small events (debris flows and debris avalanches) and for large rock and ice avalanches. The models, realized both in national and international contexts, allowed the preparation of the hazard maps and of the quantitative estimate of the risk, the support to the drafting of Civil Protection Plans,[\/vc_column_text][\/vc_column_inner][vc_column_inner column_width_percent=&#8221;100&#8243; gutter_size=&#8221;3&#8243; overlay_alpha=&#8221;50&#8243; border_color=&#8221;color-xsdn&#8221; border_style=&#8221;solid&#8221; shift_x=&#8221;0&#8243; shift_y=&#8221;0&#8243; shift_y_down=&#8221;0&#8243; z_index=&#8221;0&#8243; medium_width=&#8221;0&#8243; mobile_width=&#8221;0&#8243; width=&#8221;1\/2&#8243; uncode_shortcode_id=&#8221;699134&#8243; css=&#8221;.vc_custom_1728484596147{border-left-width: 1px !important;padding-left: 30px !important;}&#8221; border_color_type=&#8221;uncode-palette&#8221;][vc_column_text text_color=&#8221;color-xsdn&#8221; uncode_shortcode_id=&#8221;942564&#8243; text_color_type=&#8221;uncode-palette&#8221;]and the design of containment structures from the geometric point of view (overcoming) and from the structural sizing (in static and dynamic conditions). The collaboration with the FEAT company also offers the possibility to develop advanced 3D modeling in different topographical, environmental and structural conditions.[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row][vc_row][vc_column width=&#8221;1\/1&#8243;][vc_empty_space empty_h=&#8221;0&#8243;][\/vc_column][\/vc_row][vc_row][vc_column width=&#8221;1\/1&#8243;][uncode_block id=&#8221;2049&#8243;][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row row_height_percent=&#8221;0&#8243; back_image=&#8221;1981&#8243; back_position=&#8221;center center&#8221; overlay_color=&#8221;color-210407&#8243; overlay_alpha=&#8221;85&#8243; overlay_color_blend=&#8221;multiply&#8221; gutter_size=&#8221;3&#8243; column_width_percent=&#8221;100&#8243; shift_y=&#8221;0&#8243; z_index=&#8221;0&#8243; content_parallax=&#8221;0&#8243; uncode_shortcode_id=&#8221;132546&#8243; overlay_color_type=&#8221;uncode-palette&#8221;][vc_column column_width_percent=&#8221;100&#8243; align_horizontal=&#8221;align_center&#8221; gutter_size=&#8221;3&#8243; overlay_alpha=&#8221;50&#8243; shift_x=&#8221;0&#8243; [&hellip;]<\/p>\n","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-2614","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.eg4risk.com\/en\/wp-json\/wp\/v2\/pages\/2614","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.eg4risk.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.eg4risk.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.eg4risk.com\/en\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/www.eg4risk.com\/en\/wp-json\/wp\/v2\/comments?post=2614"}],"version-history":[{"count":2,"href":"https:\/\/www.eg4risk.com\/en\/wp-json\/wp\/v2\/pages\/2614\/revisions"}],"predecessor-version":[{"id":2736,"href":"https:\/\/www.eg4risk.com\/en\/wp-json\/wp\/v2\/pages\/2614\/revisions\/2736"}],"wp:attachment":[{"href":"https:\/\/www.eg4risk.com\/en\/wp-json\/wp\/v2\/media?parent=2614"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}