{"id":1719,"date":"2021-09-04T23:50:54","date_gmt":"2021-09-04T23:50:54","guid":{"rendered":"https:\/\/geo-webonline.com\/?page_id=1719"},"modified":"2025-04-06T23:48:06","modified_gmt":"2025-04-06T23:48:06","slug":"fundaciones-asentamientos-diferenciales","status":"publish","type":"page","link":"https:\/\/geo-webonline.com\/en\/fundaciones-asentamientos-diferenciales\/","title":{"rendered":"Foundations: differential settlements"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"1719\" class=\"elementor elementor-1719\" data-elementor-post-type=\"page\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-1d82a58 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1d82a58\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 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tabindex=\"-1\">Proyectos geot\u00e9cnicos<\/a><\/li>\n<li class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-1168\"><a href=\"https:\/\/geo-webonline.com\/en\/contacto\/\" class=\"elementor-item\" tabindex=\"-1\">Contact<\/a><\/li>\n<\/ul>\t\t\t<\/nav>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-15b07c9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"15b07c9\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-67e9ef5\" data-id=\"67e9ef5\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-87cd31e elementor-widget elementor-widget-heading\" data-id=\"87cd31e\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Foundations: differential settlements<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-22f0f15 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"22f0f15\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-e0655b2\" data-id=\"e0655b2\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5a55733 elementor-widget elementor-widget-text-editor\" data-id=\"5a55733\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">The differential settlement \u03b4D, is the difference between settlements experienced between two foundations, or between two points of the same foundation. If excessive differential settlement occurs, the functionality of the structure can be significantly affected. Do you want to know more about differential settlement? Keep reading this post...<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f5e3330 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"f5e3330\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-b37e8be\" data-id=\"b37e8be\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-7c9bbe7 elementor-widget elementor-widget-heading\" data-id=\"7c9bbe7\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Differential settlements<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-45115cc elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"45115cc\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-452aba6\" data-id=\"452aba6\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-e1f709c elementor-widget elementor-widget-text-editor\" data-id=\"e1f709c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">In foundations design, once the expected settlement of a foundation has been estimated, two very important aspects must be reviewed: A) whether the settlement of that foundation is lower than the total allowable settlement (see the article Total allowable foundation settlements in this blog); and B) whether the differential settlement between two foundations (or between two points of the same foundation structure, as in the case of slabs or spread footings) is within the allowable range, so that the functionality of the structure is not affected.<\/p><p>\u00a0<\/p><p>Figure 1 illustrates typical cases of settlement of structures, also including some basic definitions.<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3b0de93 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3b0de93\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-afaa34e\" data-id=\"afaa34e\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-7d078bd elementor-widget elementor-widget-image\" data-id=\"7d078bd\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"667\" height=\"322\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/Figura-1-2.jpg\" class=\"attachment-large size-large wp-image-1726\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/Figura-1-2.jpg 722w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/Figura-1-2-300x155.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2022\/08\/Figura-1-2-18x9.jpg 18w\" sizes=\"(max-width: 667px) 100vw, 667px\" \/>\t\t\t\t\t\t\t\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ee175e1 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"ee175e1\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-1f51253\" data-id=\"1f51253\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1fb15fd elementor-widget elementor-widget-text-editor\" data-id=\"1fb15fd\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">Figure 1 Types of settlements: (a) uniform settlement; (b) tipping; (c) non-uniform settlement. In the figure: \u03c1 = settlement; \u0394\u03c1 = differential settlement; l = support spacing; \u0394\u03c1 \/ l = angular distortion (Source: Lambe &amp; Whitman, 1969).<\/p><p>\u00a0<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-8306ef1 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8306ef1\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-ec57993\" data-id=\"ec57993\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-8bb8abc elementor-widget elementor-widget-text-editor\" data-id=\"8bb8abc\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">A question that always arises when talking about settlement of structures is the following: why do differential settlements occur? The answer is not simple, but it is possible to mention some factors associated with these settlements:<\/p><p>\u00a0<\/p><ul><li class=\"translation-block\">Variations in the subsoil profile. Given the enormous heterogeneity of soils, a structure could be supported on soils with different stiffnesses, which would generate unequal deformations in the different foundations of that structure.<\/li><\/ul><p>\u00a0<\/p><ul><li class=\"translation-block\">Variations between design loads and service conditions. Even when the foundations are designed to cover service loads, there may be certain differences between actual loads and design loads. Thus, those foundations in which this difference is more significant will suffer greater deformations, generating differential settlements with respect to other foundations of the structure.<\/li><\/ul><p>\u00a0<\/p><ul><li class=\"translation-block\">Construction tolerances. The dimensions as built of the foundations may differ from the design dimensions, so the deformation behavior may also vary.<\/li><\/ul><p>\u00a0<\/p><p>In any case, differential settlements are more important than total settlements, since they generate not only vertical movements of the structures, but also angular distortions that can affect their functionality.<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-635b256 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"635b256\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-5b9fa59\" data-id=\"5b9fa59\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-731d1e9 elementor-widget elementor-widget-heading\" data-id=\"731d1e9\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Criteria for allowable differential settlements<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-23a4a64 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"23a4a64\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-89c0973\" data-id=\"89c0973\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-415f3dd elementor-widget elementor-widget-text-editor\" data-id=\"415f3dd\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>The determination of settlement that can generate significant architectural or structural damage is a very complex, highly indeterminate problem. Consequently, the analysis of tolerable settlements and the development of criteria to establish these tolerable settlements were carried out on an empirical basis (Holtz, 1991).<\/p><p>\u00a0<\/p><p>Table 1 summarizes acceptance criteria for total settlement, slope, and differential settlement for different types of structures.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Table 1 Allowable settlements for structures (Source: Sowers, 1962; Perloff &amp; Baron, 1976; Holtz<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-8e704b6 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8e704b6\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-a981b54\" data-id=\"a981b54\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d23739e elementor-widget elementor-widget-text-editor\" data-id=\"d23739e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<table><tbody><tr><td width=\"111\"><p><strong>Type of movement<\/strong><\/p><\/td><td width=\"288\"><p><strong>Case<\/strong><\/p><\/td><td width=\"200\"><p><strong><em>\u03c1 <\/em><\/strong><strong>o<em> \u0394\u03c1<\/em><\/strong><\/p><\/td><\/tr><tr><td rowspan=\"6\" width=\"111\"><p class=\"translation-block\">Total settlement (\u03c1)<\/p><\/td><td width=\"288\"><p>Drainage<\/p><\/td><td width=\"200\"><p>6 &#8211; 12 in<\/p><\/td><\/tr><tr><td width=\"288\"><p>Acceses<\/p><\/td><td width=\"200\"><p>12 \u2013 24 in<\/p><\/td><\/tr><tr><td width=\"288\"><p>Probability of NON-uniform settlement:<\/p><\/td><td width=\"200\"><p>\u00a0<\/p><\/td><\/tr><tr><td width=\"288\"><p>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Masonry walls<\/p><\/td><td width=\"200\"><p>1 \u2013 2 in<\/p><\/td><\/tr><tr><td width=\"288\"><p>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Frame structures<\/p><\/td><td width=\"200\"><p>2 \u2013 4 in<\/p><\/td><\/tr><tr><td width=\"288\"><p>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Fireplaces, silos, slabs<\/p><\/td><td width=\"200\"><p>3 \u2013 12 in<\/p><\/td><\/tr><tr><td rowspan=\"7\" width=\"111\"><p>Tilt<\/p><\/td><td width=\"288\"><p>Fireplaces, towers<\/p><\/td><td width=\"200\"><p>0,004 <em>h<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Truck roads<\/p><\/td><td width=\"200\"><p>0 01 <em>L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Wood stacking<\/p><\/td><td width=\"200\"><p>0,01 <em>L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Equipment operations<\/p><\/td><td width=\"200\"><p>0,003 <em>L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Turbogenerators<\/p><\/td><td width=\"200\"><p>0,0002 <em>L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Craines rails<\/p><\/td><td width=\"200\"><p>0,003 <em>L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Roof drainage<\/p><\/td><td width=\"200\"><p>0,01 <em>L <\/em>\u2013 0,02 <em>L<\/em><\/p><\/td><\/tr><tr><td rowspan=\"5\" width=\"111\"><p class=\"translation-block\">Differential settlements\n(\u0394\u03c1)<\/p><\/td><td width=\"288\"><p>Masonry walls<\/p><\/td><td width=\"200\"><p>0,0005 <em>L<\/em> \u2013 0,001 <em>L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Plaster cracking<\/p><\/td><td width=\"200\"><p>0,001 <em>L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Reinforced concrete frame structure<\/p><\/td><td width=\"200\"><p>0,0025 <em>L<\/em> \u2013 0,004<em> L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Continuous steel portal frame<\/p><\/td><td width=\"200\"><p>0,002 <em>L<\/em><\/p><\/td><\/tr><tr><td width=\"288\"><p>Simple Steel portal frame<\/p><\/td><td width=\"200\"><p>0,005 <em>L<\/em><\/p><\/td><\/tr><\/tbody><\/table><p class=\"translation-block\">L =distance between adjacent columns, or between two points where differential settlement is observed.<\/p><p>Higher allowable values correspond to regular settlement levels; lower permissible values correspond to irregular settlement levels.<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c9fbe56 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"c9fbe56\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-30c71fb\" data-id=\"30c71fb\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0e1393e elementor-widget elementor-widget-text-editor\" data-id=\"0e1393e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Figure 2 summarizes some empirical criteria for buildings commonly used in practice. These criteria are based on the levels of angular distortion at which problems begin to become evident in buildings, or on the spacing between columns.<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-e14629b elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e14629b\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-7ad7572\" data-id=\"7ad7572\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-3c94294 elementor-widget elementor-widget-image\" data-id=\"3c94294\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"680\" height=\"491\" src=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/09\/Figura-2.jpg\" class=\"attachment-large size-large wp-image-1727\" alt=\"\" srcset=\"https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/09\/Figura-2.jpg 680w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/09\/Figura-2-300x217.jpg 300w, https:\/\/geo-webonline.com\/wp-content\/uploads\/2021\/09\/Figura-2-18x12.jpg 18w\" sizes=\"(max-width: 680px) 100vw, 680px\" \/>\t\t\t\t\t\t\t\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3363a45 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"3363a45\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-63bfb42\" data-id=\"63bfb42\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-627d886 elementor-widget elementor-widget-text-editor\" data-id=\"627d886\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">Figure 2 Allowable settlements for buildings (Source: Holtz, 1991).<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-8b8ad6b elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"8b8ad6b\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4e73f6c\" data-id=\"4e73f6c\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6bde275 elementor-widget elementor-widget-text-editor\" data-id=\"6bde275\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>As can be seen from the information summarized in Table 1 and Figure 2, when estimating the allowable settlements (total and differential), it is essential to take into consideration the type of structure to be built.\u00a0<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-cf80579 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"cf80579\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-20cc4b5\" data-id=\"20cc4b5\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-7e26832 elementor-widget elementor-widget-heading\" data-id=\"7e26832\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Practical considerations<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b3f7d16 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"b3f7d16\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-8d8e923\" data-id=\"8d8e923\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-914d9d5 elementor-widget elementor-widget-text-editor\" data-id=\"914d9d5\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p class=\"translation-block\">Another frequent question when facing the process of foundation design in a project is the following: which foundations should be considered to analyze differential settlement?<\/p><p>\u00a0<\/p><p>For buildings, one option is to analyze the foundations of each and every column of the structure, estimate the total settlement in each case, and analyze the differentials between adjacent supports. However, this is not very practical for projects of a certain size, nor in the case of structures supported on slabs or spread footings.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Another option is the one initially proposed by Peck in the 1940s, and recommended by Coduto in 2001 (a fact that proves its validity). This option consists of taking the most loaded foundation, assuming that it will be supported on the most unfavorable part of the soil (i.e., the most compressible), and estimating the total settlement \u03c1 under those conditions. Subsequently, repeat the procedure, but considering the less loaded foundation supported on the stiffest part of the studied terrain. As a last step, determine the differential settlement \u0394\u03c1 expected between these two conditions.<\/p><p>\u00a0<\/p><p class=\"translation-block\">Theoretically, unless there are sectors of greater weakness not identified during the exploration, the value obtained for \u0394\u03c1 would be the maximum possible. Thus, this maximum value should be compared with the criteria shown in Table 1 and Figure 2, and if it is within the allowable range, all building foundations would be expected to meet the criterion.<\/p><p>\u00a0<\/p><p>This methodology, initially proposed for isolated building foundations, can also be applied, conservatively, for slabs and spread footings, assuming that they would be supported on two different soils (the one with higher stiffness conditions and the one with lower stiffness). Thus, it would be possible to simulate what could happen between two sectors of these foundations supported on soils of different stiffness.<\/p><p>\u00a0<\/p><p>In the case of special equipment (such as turbogenerators or radars, for instance) and tanks, the recommendations stipulated by manufacturers and suppliers in relation to the differential and total settlements admissible for each case must be followed.<\/p>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-fa9223e elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"fa9223e\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-991dd09\" data-id=\"991dd09\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f390c72 elementor-widget elementor-widget-heading\" data-id=\"f390c72\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">References<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-708d233 elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"708d233\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-53c8c37\" data-id=\"53c8c37\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-3c9d363 elementor-widget elementor-widget-text-editor\" data-id=\"3c9d363\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<ul><li>Coduto, D. (2001) <strong>\u201cFoundation Design: Principles and Practices\u201d<\/strong>. Second Edition. Prentice Hall. New Jersey, USA.<\/li><li>Holtz, R. (1991) <strong>\u201cStress Distribution and Settlement of Shallow Foundations\u201d<\/strong>. Foundation Engineering Handbook. Second Edition. Van Nostrand Reinhold. New York, USA.<\/li><li>Lambe, W. &amp; Whitman, R. (1969) <strong>\u201cSoil Mechanics\u201d<\/strong>. John Wiley &amp; Sons, Inc. New York, USA.<\/li><li>Terzaghi, K. &amp; Peck, R. (1967) <strong>\u201cSoil Mechanics in Engineering Practice\u201d<\/strong>. Second Edition. John Wiley &amp; Sons, Inc. New York, USA.<\/li><\/ul>\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<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-5703ded elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"5703ded\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4644ba8\" data-id=\"4644ba8\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-740924c elementor-shape-circle elementor-grid-0 e-grid-align-center elementor-widget elementor-widget-social-icons\" data-id=\"740924c\" data-element_type=\"widget\" data-widget_type=\"social-icons.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-social-icons-wrapper elementor-grid\" role=\"list\">\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-facebook elementor-repeater-item-7da78dc\" href=\"https:\/\/www.facebook.com\/Geo-Web-100977118794652\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Facebook<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-facebook\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-twitter elementor-repeater-item-fe85f2d\" href=\"https:\/\/twitter.com\/geowebonline\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Twitter<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-twitter\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-instagram elementor-repeater-item-a21533a\" href=\"https:\/\/www.instagram.com\/geowebonline\/\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Instagram<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-instagram\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t\t\t<span class=\"elementor-grid-item\" role=\"listitem\">\n\t\t\t\t\t<a class=\"elementor-icon elementor-social-icon elementor-social-icon-linkedin elementor-repeater-item-8544528\" href=\"https:\/\/www.linkedin.com\/in\/alvaro-boiero-37bb4348\/\" target=\"_blank\">\n\t\t\t\t\t\t<span class=\"elementor-screen-only\">Linkedin<\/span>\n\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"fab fa-linkedin\"><\/i>\t\t\t\t\t<\/a>\n\t\t\t\t<\/span>\n\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-94d818a elementor-section-full_width elementor-section-height-default elementor-section-height-default\" data-id=\"94d818a\" data-element_type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;gradient&quot;}\">\n\t\t\t\t\t\t\t<div class=\"elementor-background-overlay\"><\/div>\n\t\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-6887cba\" data-id=\"6887cba\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-8a2f7ee elementor-widget elementor-widget-heading\" data-id=\"8a2f7ee\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">2024 - geo Todos los derechos reservados \/ Desarrollo web: lubercba<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Facebook Twitter Instagram Linkedin Fundaciones: asentamientos diferenciales El asentamiento diferencial \u03b4D, es la diferencia entre los asentamientos experimentados entre dos fundaciones, o entre dos puntos de una misma fundaci\u00f3n. Si ocurren asentamientos diferenciales excesivos, la funcionalidad de la estructura puede verse sensiblemente afectada \u00bfQuieres saber m\u00e1s sobre asentamientos diferenciales? Sigue leyendo este post\u2026 Asentamientos diferenciales [&hellip;]<\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-1719","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.4 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Fundaciones: asentamientos diferenciales -<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geo-webonline.com\/en\/fundaciones-asentamientos-diferenciales\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Fundaciones: asentamientos diferenciales -\" \/>\n<meta property=\"og:description\" content=\"Facebook Twitter Instagram Linkedin Fundaciones: asentamientos diferenciales El asentamiento diferencial \u03b4D, es la diferencia entre los asentamientos experimentados entre dos fundaciones, o entre dos puntos de una misma fundaci\u00f3n. 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