{"id":10474,"date":"2025-06-10T18:02:36","date_gmt":"2025-06-10T18:02:36","guid":{"rendered":"https:\/\/www.geoglobe.pl\/?p=10474"},"modified":"2025-11-04T20:53:50","modified_gmt":"2025-11-04T20:53:50","slug":"what-excessive-optimization-ends-up-with","status":"publish","type":"post","link":"https:\/\/www.geoglobe.pl\/en\/czym-konczy-sie-nadmierna-optymalizacja\/","title":{"rendered":"What does over-optimization end up being?"},"content":{"rendered":"<p class=\"wp-block-paragraph\">Sometimes what on the surface appears to be a cost-saving measure, in reality ends up... double the cost. This, unfortunately, was the case with the slope protection of retention tanks, where the decision to \"optimize\" materials and accessories led to serious structural problems. Thanks to the commitment of our team and verification of technical parameters, the safety and stability of the structure was restored. Our text is a warning to those who optimize at all costs.&nbsp;<\/p>\n\n\n\n<figure class=\"wp-block-image size-full\"><img fetchpriority=\"high\" decoding=\"async\" width=\"1600\" height=\"1065\" src=\"https:\/\/www.geoglobe.pl\/wp-content\/uploads\/2025\/06\/nadmierna-optymalizacja.jpg\" alt=\"overoptimization\" class=\"wp-image-10480\" srcset=\"https:\/\/www.geoglobe.pl\/wp-content\/uploads\/2025\/06\/nadmierna-optymalizacja.jpg 1600w, https:\/\/www.geoglobe.pl\/wp-content\/uploads\/2025\/06\/nadmierna-optymalizacja-300x200.jpg 300w, https:\/\/www.geoglobe.pl\/wp-content\/uploads\/2025\/06\/nadmierna-optymalizacja-1024x682.jpg 1024w, https:\/\/www.geoglobe.pl\/wp-content\/uploads\/2025\/06\/nadmierna-optymalizacja-768x511.jpg 768w, https:\/\/www.geoglobe.pl\/wp-content\/uploads\/2025\/06\/nadmierna-optymalizacja-1536x1022.jpg 1536w, https:\/\/www.geoglobe.pl\/wp-content\/uploads\/2025\/06\/nadmierna-optymalizacja-18x12.jpg 18w\" sizes=\"(max-width: 1600px) 100vw, 1600px\" \/><\/figure>\n\n\n\n<p class=\"wp-block-paragraph\"><strong><strong>Find out what you should never save on and how one decision can affect the stability of the entire structure.<\/strong><\/strong><\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n\n\n\n<h2 class=\"wp-block-heading has-medium-font-size\" id=\"h-co-bylo-przedmiotem-inwestycji\"><strong><strong><strong><strong><strong><strong>What was the subject of the investment?<\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">The investment task included the construction of retention basins sealed with HDPE geomembrane, which acted as a separation and sealing layer. Slopes with a slope of 1:1 to 1:1.5 had to be protected with a 60 cm thick sand ballast layer. A cellular geo-grid filled with humus was laid on such a prepared surface. Its task was to <a class=\"wpil_keyword_link\" href=\"https:\/\/www.geoglobe.pl\/en\/stabilization-of-reservoir-slopes-in-maroc-using-geomaxx-cellular-geonets\/\"   title=\"Stabilization of reservoir slopes in Morocco using GEOMAXX\u00ae cellular geonets\" data-wpil-keyword-link=\"linked\"  data-wpil-monitor-id=\"43\">slope stabilization<\/a> As well as protection from erosion.<\/p>\n\n\n\n<h2 class=\"wp-block-heading has-medium-font-size\" id=\"h-z-jakim-problemem-zetknal-sie-klient\"><strong><strong><strong><strong><strong><strong>What problem did the customer face?<\/strong><\/strong><\/strong><\/strong><\/strong><\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">At first glance, the structure appeared solid - the layers had been laid as designed, and the tanks were ready for operation. Unfortunately, already after the first heavy rainfall there was a detachment of the <a class=\"wpil_keyword_link\" href=\"https:\/\/www.geoglobe.pl\/en\/geo-grid-geosynthetics-widespread-application\/\"   title=\"Cellular geonet - a geosynthetic with a wide range of applications\" data-wpil-keyword-link=\"linked\"  data-wpil-monitor-id=\"40\">geonets<\/a> Cellular from the slope, which led to damage and slipping of the material. The structure? It could not withstand the pressure of water and shifting humus.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">However... what exactly went wrong? At this point, the team joined the analysis of the situation <a class=\"wpil_keyword_link\" href=\"https:\/\/www.geoglobe.pl\/en\/about-us\/awards-and-distinctions\/\"   title=\"Awards and distinctions\" data-wpil-keyword-link=\"linked\"  data-wpil-monitor-id=\"41\">Geo Globe<\/a> Poland. It quickly became clear that the cause of the problem was an attempt at excessive \u201eoptimization\u201d of costs. Materials and accessories were used that were adapted neither to the characteristics of the tanks nor to the field conditions.<\/p>\n\n\n\n<h3 class=\"wp-block-heading has-medium-font-size\">Key technical problems of the analyzed investment<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Our analysis revealed that the main source of the problem was the contractor's excessive attempt to \"optimize\" costs. Materials and accessories were used that were not adapted to the field conditions or the characteristics of the project:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>An oversized geo-grid cell (GKL-712) was used<\/strong>&nbsp;<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">The first and key mistake was to use too large a cell <a href=\"https:\/\/www.geoglobe.pl\/en\/cellular-geonets-in-road-construction\/\">geonets<\/a> (GKL-712) on slopes with a slope of 1:1. In these types of conditions, the manufacturer explicitly recommends the use of smaller modules (GKS-330 or GKS-356), which can better cope with surface loads. The difference between these solutions is significant. The 330 mm cell forms as many as 40 meshes per square meter, while the 712 mm version has only 9. With identical weld strength, the denser structure translates into greater stability and durability of the entire structure.<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Ribbed steel anchors with a diameter of only 6 mm were used<\/strong><\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">The second major error was inadequate anchoring of the geogrid. Ribbed steel anchors with a diameter of only 6 mm were used, and they were spaced too far apart. Meanwhile, the recommended anchoring scheme provides for anchoring every fourth cell vertically, every second cell horizontally, and in each cell on the crown of the slope. In addition, to ensure adequate stability of the structure, the diameter of the anchors should be at least 10 mm&nbsp;<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>No PP or PES tension lines used<\/strong><\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">The third mistake was the complete omission of tensioning cables made of PP or PES plastic. These accessories perform an important function - they stabilize the structure, add weight to it and prevent the movement of humus under the geonet during backfilling. Their absence significantly weakened the durability of the system and increased the risk of local overloading.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">All of these errors directly resulted in the loss of stability of the entire structure. The lack of proper anchoring and tensioning cables caused humus to penetrate under the geonet, pushing it out and weakening its adhesion to the slope. At the points of greatest stress, overloading occurred, which ultimately resulted in mechanical damage and the detachment of material fragments. This is a model example of a situation in which apparent economy leads to serious consequences. Both technical and financial ones.<\/p>\n\n\n\n<h2 class=\"wp-block-heading has-medium-font-size\" id=\"h-rozwiazanie-zaprojektowane-przez-geo-globe-polska\"><strong><strong><strong>Solution designed by Geo Globe Poland<\/strong><\/strong><\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">After analyzing the situation, we proposed redesigning the slope geometry and reassembling the system using proper anchoring and appropriate accessories to support the structure. The client wanted to use the same type of cellular geogrid. Our calculations confirmed that it would be possible to safely use the previously selected material when the slope angle changes.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">In order to adapt the system to field conditions and customer expectations, we have introduced the following solutions:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Changing the slope of slopes<\/strong>: from 1:1 to 1:2.5.<\/li>\n\n\n\n<li><strong>Material used<\/strong>: <a class=\"wpil_keyword_link\" href=\"https:\/\/www.geoglobe.pl\/en\/how-to-harden-the-roadside-with-cellular-geo-grid-as-a-permanent-pavement-reinforcement\/\"   title=\"How to harden the roadside? Cellular geo-grid as permanent pavement reinforcement\" data-wpil-keyword-link=\"linked\"  data-wpil-monitor-id=\"42\">cellular geonet<\/a> GKL-71220060TPC.<\/li>\n\n\n\n<li><strong>Anchoring<\/strong>:\n<ul class=\"wp-block-list\">\n<li>Ribbed steel fi 10 mm.<\/li>\n\n\n\n<li>Scheme: every 4th cell vertically, every 2nd cell horizontally, and every cell on the crown of the slope.<\/li>\n\n\n\n<li>Anchors J60 (on the slope surface) and J100 (on the crown).<\/li>\n<\/ul>\n<\/li>\n\n\n\n<li><strong>Structural stress relief<\/strong>:\n<ul class=\"wp-block-list\">\n<li>Tension cables made of polypropylene (PP) with a diameter of 8 mm.<\/li>\n\n\n\n<li>3 links for each section.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading has-medium-font-size\" id=\"h-efekt-koncowy-co-zyskal-klient\"><strong><strong><strong>The end result - what did the customer gain?<\/strong><\/strong><\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">The implemented changes allowed us to effectively protect the slopes and create a durable, functional structure. Our client gained:<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">\u2705 <strong>Stable and safe construction<\/strong><strong><br><\/strong>The system performs its function even in harsh weather conditions, and the slopes remain intact.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>\u2705 Proper selection of technology<\/strong><\/p>\n\n\n\n<p class=\"wp-block-paragraph\">The solution has been adapted to realistic soil and water conditions and technical requirements.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">\u2705 <strong>A valuable lesson for the future<\/strong><strong><br><\/strong>Although it's not the point you count on in the investment schedule, we are confident that the experience gained from this implementation will bear fruit in the future. The project has shown that excessive \"optimization\" can be costly.&nbsp;<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Check: <a href=\"https:\/\/www.geoglobe.pl\/en\/geogrid-on-slopes-about-heights-5-cm-10-cm-or-15-cm-which-choose\/\">https:\/\/www.geoglobe.pl\/geokrata-na-skarpy-o-wysokosci-5-cm-10-cm-czy-15-cm-jaka-wybrac\/<\/a><\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><em>Do you have a design challenge? Contact our team - we will advise and propose a solution tailored to the conditions of your project.<\/em><\/p>\n\n\n\n<h3 class=\"wp-block-heading has-text-align-center has-medium-font-size\" id=\"h-obserwuj-nas-w-mediach-spolecznosciowych\">Follow us on social media<\/h3>\n\n\n\n<ul class=\"wp-block-social-links aligncenter has-large-icon-size is-style-logos-only is-content-justification-center is-layout-flex wp-container-core-social-links-is-layout-0a83c522 wp-block-social-links-is-layout-flex\" style=\"border-radius:26px;margin-top:0;margin-bottom:0\"><li class=\"wp-social-link wp-social-link-facebook wp-block-social-link\"><a rel=\"noopener nofollow\" target=\"_blank\" href=\"https:\/\/www.facebook.com\/GeoGlobePolska\" class=\"wp-block-social-link-anchor\"><svg width=\"24\" height=\"24\" viewbox=\"0 0 24 24\" version=\"1.1\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" aria-hidden=\"true\" focusable=\"false\"><path d=\"M12 2C6.5 2 2 6.5 2 12c0 5 3.7 9.1 8.4 9.9v-7H7.9V12h2.5V9.8c0-2.5 1.5-3.9 3.8-3.9 1.1 0 2.2.2 2.2.2v2.5h-1.3c-1.2 0-1.6.8-1.6 1.6V12h2.8l-.4 2.9h-2.3v7C18.3 21.1 22 17 22 12c0-5.5-4.5-10-10-10z\"><\/path><\/svg><span class=\"wp-block-social-link-label screen-reader-text\">Facebook<\/span><\/a><\/li>\n\n<li class=\"wp-social-link wp-social-link-linkedin wp-block-social-link\"><a rel=\"noopener nofollow\" target=\"_blank\" href=\"https:\/\/pl.linkedin.com\/company\/geo-globe-polska\" class=\"wp-block-social-link-anchor\"><svg width=\"24\" height=\"24\" viewbox=\"0 0 24 24\" version=\"1.1\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" aria-hidden=\"true\" focusable=\"false\"><path d=\"M19.7,3H4.3C3.582,3,3,3.582,3,4.3v15.4C3,20.418,3.582,21,4.3,21h15.4c0.718,0,1.3-0.582,1.3-1.3V4.3 C21,3.582,20.418,3,19.7,3z M8.339,18.338H5.667v-8.59h2.672V18.338z M7.004,8.574c-0.857,0-1.549-0.694-1.549-1.548 c0-0.855,0.691-1.548,1.549-1.548c0.854,0,1.547,0.694,1.547,1.548C8.551,7.881,7.858,8.574,7.004,8.574z M18.339,18.338h-2.669 v-4.177c0-0.996-0.017-2.278-1.387-2.278c-1.389,0-1.601,1.086-1.601,2.206v4.249h-2.667v-8.59h2.559v1.174h0.037 c0.356-0.675,1.227-1.387,2.526-1.387c2.703,0,3.203,1.779,3.203,4.092V18.338z\"><\/path><\/svg><span class=\"wp-block-social-link-label screen-reader-text\">LinkedIn<\/span><\/a><\/li>\n\n<li class=\"wp-social-link wp-social-link-youtube wp-block-social-link\"><a rel=\"noopener nofollow\" target=\"_blank\" href=\"https:\/\/www.youtube.com\/channel\/UCnmf3P_42QIGBWe3M74JO5A\" class=\"wp-block-social-link-anchor\"><svg width=\"24\" height=\"24\" viewbox=\"0 0 24 24\" version=\"1.1\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" aria-hidden=\"true\" focusable=\"false\"><path d=\"M21.8,8.001c0,0-0.195-1.378-0.795-1.985c-0.76-0.797-1.613-0.801-2.004-0.847c-2.799-0.202-6.997-0.202-6.997-0.202 h-0.009c0,0-4.198,0-6.997,0.202C4.608,5.216,3.756,5.22,2.995,6.016C2.395,6.623,2.2,8.001,2.2,8.001S2,9.62,2,11.238v1.517 c0,1.618,0.2,3.237,0.2,3.237s0.195,1.378,0.795,1.985c0.761,0.797,1.76,0.771,2.205,0.855c1.6,0.153,6.8,0.201,6.8,0.201 s4.203-0.006,7.001-0.209c0.391-0.047,1.243-0.051,2.004-0.847c0.6-0.607,0.795-1.985,0.795-1.985s0.2-1.618,0.2-3.237v-1.517 C22,9.62,21.8,8.001,21.8,8.001z M9.935,14.594l-0.001-5.62l5.404,2.82L9.935,14.594z\"><\/path><\/svg><span class=\"wp-block-social-link-label screen-reader-text\">YouTube<\/span><\/a><\/li><\/ul>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity is-style-default\" style=\"margin-top:var(--wp--preset--spacing--70);margin-bottom:var(--wp--preset--spacing--70)\"\/>\n\n\n\n<h2 class=\"wp-block-heading has-text-align-center has-large-font-size\" id=\"h-moze-cie-zainteresowac-rowniez\">You may also be interested in:<\/h2>\n\n\n<ul style=\"padding-top:var(--wp--preset--spacing--20);padding-bottom:var(--wp--preset--spacing--20);margin-top:var(--wp--preset--spacing--30);margin-bottom:var(--wp--preset--spacing--30);margin-left:0;margin-right:0\" 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This, unfortunately, was the case with the slope protection of retention tanks, where the decision to \"optimize\" materials and accessories led to serious structural problems. Thanks to the commitment of our team and verification of technical parameters, the safety and stability of the structure was restored. Our text is a warning to those who optimize at all costs.\u00a0<\/p>","protected":false},"author":7,"featured_media":10480,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"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":"","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":"","footnotes":""},"categories":[38],"tags":[],"class_list":["post-10474","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-termoformowanie"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.8 (Yoast SEO v27.8) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>Czym ko\u0144czy si\u0119 nadmierna optymalizacja? - Geo Globe Polska<\/title>\n<meta name=\"description\" content=\"Czasem to, co z pozoru wydaje si\u0119 oszcz\u0119dno\u015bci\u0105, w rzeczywisto\u015bci ko\u0144czy si\u0119\u2026 podw\u00f3jnym kosztem. Tak niestety by\u0142o w przypadku zabezpieczenia skarp zbiornik\u00f3w retencyjnych, gdzie decyzja o \u201eoptymalizacji\u201d materia\u0142\u00f3w i akcesori\u00f3w doprowadzi\u0142a do powa\u017cnych problem\u00f3w konstrukcyjnych.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.geoglobe.pl\/en\/what-excessive-optimization-ends-up-with\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Czym ko\u0144czy si\u0119 nadmierna optymalizacja?\" \/>\n<meta property=\"og:description\" content=\"Czasem to, co z pozoru wydaje si\u0119 oszcz\u0119dno\u015bci\u0105, w rzeczywisto\u015bci ko\u0144czy si\u0119\u2026 podw\u00f3jnym kosztem. 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