{"id":188829,"date":"2024-06-21T14:15:51","date_gmt":"2024-06-21T12:15:51","guid":{"rendered":"https:\/\/www.rse-web.it\/pubblicazioni\/the-contribution-of-numerical-modeling-to-assess-dam-safety-thecase-of-buttress-hollow-and-multiple-arch-slab-dams\/"},"modified":"2024-07-02T14:26:09","modified_gmt":"2024-07-02T12:26:09","slug":"the-contribution-of-numerical-modeling-to-assess-dam-safety-thecase-of-buttress-hollow-and-multiple-arch-slab-dams","status":"publish","type":"pubblicazioni","link":"https:\/\/www.rse-web.it\/en\/publications\/the-contribution-of-numerical-modeling-to-assess-dam-safety-thecase-of-buttress-hollow-and-multiple-arch-slab-dams\/","title":{"rendered":"The contribution of numerical modeling to assess dam safety: the<br>case of buttress, hollow and multiple arch\/slab dams"},"content":{"rendered":"<p class=\"last-updated-date\">Recently updated on July 2nd, 2024 at 02:26 pm<\/p>","protected":false},"excerpt":{"rendered":"<p>This article provides an overview of the problems related to spur dikes\u2014in various forms such as solid or hollow gravity (buttress or arch with vaults or slabs)\u2014and highlights the support that numerical models can offer for evaluating their safety and identifying the most effective restoration interventions to ensure long-term safety conditions.<\/p>\n","protected":false},"author":93,"featured_media":0,"comment_status":"open","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"tags":[1421,1422,1308,1307],"targets":[1317],"pubblicazioni_tipologie":[778],"class_list":["post-188829","pubblicazioni","type-pubblicazioni","status-publish","hentry","tag-dike","tag-dike-safety","tag-hydroelectric-en","tag-renewable-energy-en","targets-research","pubblicazioni_tipologie-paper-en"],"acf":{"dont_show_hompage":true,"projects":{"ID":188405,"post_author":"93","post_date":"2024-06-13 15:10:12","post_date_gmt":"2024-06-13 13:10:12","post_content":"","post_title":"Resilience and Security for Energy Systems","post_excerpt":"The goal of the project is to increase the security and resilience of the energy system in the face of greater environmental threats due to climate change, through the development of tools to support institutions and operators and the definition of an optimal set of actions to be adopted for this purpose.","post_status":"publish","comment_status":"open","ping_status":"closed","post_password":"","post_name":"resilience-and-security-for-energy-systems","to_ping":"","pinged":"","post_modified":"2024-07-02 10:30:30","post_modified_gmt":"2024-07-02 08:30:30","post_content_filtered":"","post_parent":0,"guid":"https:\/\/www.rse-web.it\/progetti\/resilience-and-security-for-energy-systems\/","menu_order":0,"post_type":"progetti","post_mime_type":"","comment_count":"0","filter":"raw"},"order_posts":"","dont_show_search":false,"related_posts":false,"show_on_slider":false,"single_post_data":{"titolo_spot":"","post_content":"<p>Spur dikes\u2014in various forms such as solid or hollow gravity (buttress or arch with vaults or slabs)\u2014are a type of structure that is largely abandoned internationally, although there are some relatively recent examples from the 1970s-1980s (e.g., Haen Dam, 1963 and Storfoss Dam, 1982, in Norway). In Italy, there are numerous examples of this type of structure built between the two World Wars or immediately after the war.<\/p>\n<p>&nbsp;<\/p>\n<p>In Italy, there are a total of 37 spur dikes (40% solid spurs, 30% lightened gravity, 30% vaults\/slabs and buttresses or similar).<\/p>\n<p>&nbsp;<\/p>\n<p>The issues with these structures are well-known: cracking (generally caused by thermal phenomena, leg instability, expansive chemical reactions, etc.), degradation associated with environmental conditions (e.g., corrosion of reinforcements when present), aging and degradation due to constituent materials. In addition to these problems, there are some critical issues related to compliance with the recently revised regulations, which require verification of conditions not foreseen during the design phase (e.g., seismic loads or updated criteria on evaluating subpressures).<\/p>\n<p>&nbsp;<\/p>\n<p>The assessment of these structures has highlighted the need to systematize knowledge of the phenomena that have led to the aforementioned problems, to deepen the evolutionary dynamics of decay and cracking states, and to share experiences on rehabilitation interventions. Numerical modeling has certainly contributed significantly to understanding these phenomena and evaluating structural behavior under applied actions. Some of the aforementioned issues have been topics of benchmarks proposed by the ICOLD Technical Committee &#8220;Computational Aspects of Analysis and Design of Dams&#8221;.<\/p>\n","scarica_file":false,"link_estreno":[{"link_text":"Download Publication","link":"https:\/\/www.researchgate.net\/publication\/360785191_Dams_and_territories_ITCOLD's_initiatives_to_promote_proactive_dialogue"}],"button":{"text":"","link":""},"referente_group":false,"data_emissione":"2022-04-06","autori":"A. Frigerio, G. Mazz\u00e0 (RSE S.p.A.)","destinazione":"ITCOLD 16th International Benchmark Workshop on Numerical Analysis of Dams on Numerical Analysis of Dams, Lubiana (Slovenia), April 5-6, 2022","rif_rse":"22002563"},"satellite_post_url":""},"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.2 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>The contribution of numerical modeling to assess dam safety: thecase of buttress, hollow and multiple arch\/slab dams - RSE<\/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:\/\/www.rse-web.it\/publications\/the-safety-assessment-of-buttress-hollow-gravity-and-multiple-arch-slab-dams-the-contribution-of-numerical-modeling\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"The contribution of numerical modeling to assess dam safety: thecase of buttress, hollow and multiple arch\/slab dams - 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