{"id":19959,"date":"2025-05-01T15:42:31","date_gmt":"2025-05-01T13:42:31","guid":{"rendered":"https:\/\/info6671aa4ba7c.wpcomstaging.com\/?page_id=19959"},"modified":"2025-05-03T23:28:32","modified_gmt":"2025-05-03T21:28:32","slug":"standsicherheit","status":"publish","type":"page","link":"https:\/\/arbosafe.com\/en\/standsicherheit\/","title":{"rendered":"Tipping Stability"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"19959\" class=\"elementor elementor-19959\">\n\t\t\t\t<div class=\"elementor-element elementor-element-60fb2a1 e-flex e-con-boxed e-con e-parent\" data-id=\"60fb2a1\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b7cdb95 elementor-widget elementor-widget-heading\" data-id=\"b7cdb95\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Tipping Stability<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c269b62 elementor-widget elementor-widget-text-editor\" data-id=\"c269b62\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p><em>Estimates of lower inclination at stem base<\/em><br \/><em>Verified prognosis of required tipping load<\/em><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-432d026 elementor-widget elementor-widget-text-editor\" data-id=\"432d026\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>To estimate tipping stability, the quality of the root-soil anchorage is analyzed. Damage in the root or soil area becomes apparent from the progression of the measured inclination of the soil-root matrix under a defined load, using high-precision<em>inclinometers<\/em>and dynamometers (load cells).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ebb710d elementor-widget elementor-widget-heading\" data-id=\"ebb710d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Tipping curve with little inclinations<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ccbac4c elementor-widget elementor-widget-text-editor\" data-id=\"ccbac4c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>The load-inclination values are quite similar with trees at different locations at the beginning of the tipping process. The inclination in the pulling test is compared to the typical curve and is the basis of the estimation.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a109130 elementor-widget elementor-widget-heading\" data-id=\"a109130\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Estimating the tipping load<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-294c188 elementor-widget elementor-widget-text-editor\" data-id=\"294c188\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Arbostat suggests the failure load from a defined limit value on the basis of known correlations. As the inclination behavior disperses considerably more beyond this point, a conservative approach is applied.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fa394ae elementor-widget elementor-widget-heading\" data-id=\"fa394ae\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Graphic display of safety reserves<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d1c4d40 elementor-widget elementor-widget-text-editor\" data-id=\"d1c4d40\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p>Based on the expected wind load and the forecasted overturning load, a safety assessment is generated in graphical form. The progression of the inclination values immediately reveals whether the behavior during the pulling test aligns with the assumptions used for the extrapolation.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c91431c elementor-widget elementor-widget-image\" data-id=\"c91431c\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"430\" height=\"246\" src=\"https:\/\/arbosafe.com\/wp-content\/uploads\/2025\/05\/Standsicherheit-demo.png\" class=\"attachment-large size-large wp-image-20018\" alt=\"\" srcset=\"https:\/\/arbosafe.com\/wp-content\/uploads\/2025\/05\/Standsicherheit-demo.png 430w, https:\/\/arbosafe.com\/wp-content\/uploads\/2025\/05\/Standsicherheit-demo-300x172.png 300w, https:\/\/arbosafe.com\/wp-content\/uploads\/2025\/05\/Standsicherheit-demo-18x10.png 18w\" sizes=\"(max-width: 430px) 100vw, 430px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-18a5dc0 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"18a5dc0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-5c41771 e-con-full e-flex e-con e-child\" data-id=\"5c41771\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-8cb4bf9 elementor-widget elementor-widget-button\" data-id=\"8cb4bf9\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"button.default\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-button elementor-button-link elementor-size-sm\" href=\"https:\/\/wp.arbosafe.com\/technische-details\/\">\n\t\t\t\t\t\t<span class=\"elementor-button-content-wrapper\">\n\t\t\t\t\t\t<span class=\"elementor-button-icon\">\n\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-arrow-right\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M190.5 66.9l22.2-22.2c9.4-9.4 24.6-9.4 33.9 0L441 239c9.4 9.4 9.4 24.6 0 33.9L246.6 467.3c-9.4 9.4-24.6 9.4-33.9 0l-22.2-22.2c-9.5-9.5-9.3-25 .4-34.3L311.4 296H24c-13.3 0-24-10.7-24-24v-32c0-13.3 10.7-24 24-24h287.4L190.9 101.2c-9.8-9.3-10-24.8-.4-34.3z\"><\/path><\/svg>\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t<span class=\"elementor-button-text\">Performance Range Arbostat<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-605e076 elementor-widget elementor-widget-button\" data-id=\"605e076\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"button.default\">\n\t\t\t\t\t\t\t\t\t\t<a class=\"elementor-button elementor-button-link elementor-size-sm\" href=\"https:\/\/wp.arbosafe.com\/bruchsicherheit\/\">\n\t\t\t\t\t\t<span class=\"elementor-button-content-wrapper\">\n\t\t\t\t\t\t<span class=\"elementor-button-icon\">\n\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-arrow-left\" viewbox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M257.5 445.1l-22.2 22.2c-9.4 9.4-24.6 9.4-33.9 0L7 273c-9.4-9.4-9.4-24.6 0-33.9L201.4 44.7c9.4-9.4 24.6-9.4 33.9 0l22.2 22.2c9.5 9.5 9.3 25-.4 34.3L136.6 216H424c13.3 0 24 10.7 24 24v32c0 13.3-10.7 24-24 24H136.6l120.5 114.8c9.8 9.3 10 24.8.4 34.3z\"><\/path><\/svg>\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t<span class=\"elementor-button-text\">Breaking Stability<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Standsicherheit Hochrechnung geringer Neigungen am Stammfu\u00dfabgesicherte Prognose der erforderlichen Kipplast Zur Absch\u00e4tzung der Standsicherheit wird untersucht, wie gut die Verankerung [&hellip;]<\/p>\n","protected":false},"author":259402009,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"site-sidebar-layout":"no-sidebar","site-content-layout":"","ast-site-content-layout":"full-width-container","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"disabled","ast-breadcrumbs-content":"","ast-featured-img":"disabled","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center 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