{"id":3994,"date":"2026-01-07T13:07:53","date_gmt":"2026-01-07T13:07:53","guid":{"rendered":"https:\/\/hdmf-consulting.com\/?page_id=3994"},"modified":"2026-04-13T14:47:01","modified_gmt":"2026-04-13T14:47:01","slug":"fluid-structure-interaction-and-design-support","status":"publish","type":"page","link":"https:\/\/hdmf-consulting.com\/fr\/fluid-structure-interaction-and-design-support\/","title":{"rendered":"Ouvrages marins et portuaires"},"content":{"rendered":"<style>\n.hdmf-structures-layout,\n.hdmf-structures-layout *{\n  box-sizing:border-box;\n  font-family:'Poppins', sans-serif;\n}\n\n.hdmf-structures-layout{\n  max-width:1360px;\n  margin:0 auto;\n  padding:48px 24px 80px;\n  color:#18324B;\n}\n\n.hdmf-structures-card{\n  background:#ffffff;\n  border:1px solid rgba(24,50,75,0.08);\n  border-radius:24px;\n  box-shadow:0 10px 28px rgba(16,42,67,0.08);\n  overflow:hidden;\n  margin-bottom:28px;\n}\n\n.hdmf-structures-split{\n  display:grid;\n  grid-template-columns:1.08fr 0.92fr;\n  align-items:stretch;\n}\n\n.hdmf-structures-text{\n  padding:42px;\n}\n\n.hdmf-structures-title-main{\n  font-size:44px;\n  line-height:1.08;\n  font-weight:700;\n  letter-spacing:-0.02em;\n  color:#0F2E4E;\n  margin:0 0 18px;\n}\n\n.hdmf-structures-title{\n  font-size:30px;\n  line-height:1.14;\n  font-weight:700;\n  color:#0F2E4E;\n  margin:0 0 16px;\n}\n\n.hdmf-structures-body{\n  font-size:17px;\n  line-height:1.78;\n  color:#42596F;\n  margin:0;\n}\n\n.hdmf-structures-body + .hdmf-structures-body{\n  margin-top:14px;\n}\n\n.hdmf-structures-media{\n  padding:14px;\n  background:#ffffff;\n  display:flex;\n  align-items:center;\n  justify-content:center;\n}\n\n.hdmf-structures-media img{\n  width:100%;\n  display:block;\n  border-radius:18px;\n  object-position:center center;\n  background:#ffffff;\n}\n\n.hdmf-structures-hero .hdmf-structures-media img{\n  width:96%;\n  height:auto;\n  max-height:420px;\n  object-fit:contain;\n}\n\n.hdmf-structures-standard .hdmf-structures-media img{\n  width:100%;\n  height:100%;\n  min-height:340px;\n  max-height:420px;\n  object-fit:contain;\n}\n\n@media (max-width:1100px){\n  .hdmf-structures-split{\n    grid-template-columns:1fr;\n  }\n\n  .hdmf-structures-title-main{\n    font-size:36px;\n  }\n\n  .hdmf-structures-title{\n    font-size:26px;\n  }\n\n  .hdmf-structures-standard .hdmf-structures-media img,\n  .hdmf-structures-hero .hdmf-structures-media img{\n    max-height:320px;\n    min-height:0;\n    width:100%;\n  }\n}\n\n@media (max-width:767px){\n  .hdmf-structures-layout{\n    padding:28px 16px 56px;\n  }\n\n  .hdmf-structures-text{\n    padding:24px;\n  }\n\n  .hdmf-structures-title-main{\n    font-size:30px;\n  }\n\n  .hdmf-structures-title{\n    font-size:22px;\n  }\n\n  .hdmf-structures-body{\n    font-size:16px;\n    line-height:1.7;\n  }\n\n  .hdmf-structures-standard .hdmf-structures-media img,\n  .hdmf-structures-hero .hdmf-structures-media img{\n    max-height:240px;\n  }\n}\n<\/style>\n\n<section class=\"hdmf-structures-layout\">\n\n  <!-- 1 -->\n  <div class=\"hdmf-structures-card hdmf-structures-split hdmf-structures-hero\">\n    <div class=\"hdmf-structures-text\">\n      <h1 class=\"hdmf-structures-title-main\">Ouvrages marins et portuaires<\/h1>\n      <p class=\"hdmf-structures-body\">\n        We support the design, sizing, and verification of marine and port structures using physics-based numerical modelling and engineering analysis. Our scope includes breakwaters, jetties, groynes, seawalls\/revetments, tombolos\/coastal defence schemes, and quay walls.\n      <\/p>\n      <p class=\"hdmf-structures-body\">\n        We convert offshore metocean conditions into site-specific design loads and performance metrics by modelling wave transformation, local hydrodynamics, and wave\u2013structure interaction.\n      <\/p>\n      <p class=\"hdmf-structures-body\">\n        We also assess operability and durability\u2014overtopping and freeboard, stability, reflection\/transmission, toe scour, and harbour tranquillity\u2014delivering decision-ready recommendations to optimize layout, reduce life-cycle costs, and ensure resilience under both normal conditions and extreme storms.\n      <\/p>\n    <\/div>\n\n    <div class=\"hdmf-structures-media\">\n      <img decoding=\"async\" src=\"MARINE-PORT-IMAGE-1-URL\" alt=\"Marine and port structures\">\n    <\/div>\n  <\/div>\n\n  <!-- 2 -->\n  <div class=\"hdmf-structures-card hdmf-structures-split hdmf-structures-standard\">\n  <div class=\"hdmf-structures-media\">\n    <img decoding=\"async\" src=\"MARINE-PORT-IMAGE-2-URL\" alt=\"Breakwaters and composite structures\">\n  <\/div>\n\n  <div class=\"hdmf-structures-text\">\n    <h2 class=\"hdmf-structures-title\">Breakside Rubble-mound vs. vertical\/composite.<\/h2>\n    <p class=\"hdmf-structures-body\">\n      For rubble-mound (sloping) breakwaters, we verify armour and toe stability, filter and underlayer design, crest elevation and overtopping targets, and potential scour\/settlement, using nearshore wave modelling to define the design conditions at the structure toe.\n    <\/p>\n    <p class=\"hdmf-structures-body\">\n      For vertical and composite breakwaters (caissons\/crown walls), we assess wave loads (impulsive and non-impulsive), perform sliding\/overturning\/bearing checks, evaluate uplift and foundation response, and control reflection and overtopping to ensure safe, reliable operations.\n    <\/p>\n  <\/div>\n<\/div>\n\n  <!-- 3 -->\n  <div class=\"hdmf-structures-card hdmf-structures-split hdmf-structures-standard\">\n    <div class=\"hdmf-structures-text\">\n      <h2 class=\"hdmf-structures-title\">Quais<\/h2>\n      <p class=\"hdmf-structures-body\">\n        nous concevons et v\u00e9rifions des quais poids, des parois de palplanches ancr\u00e9es et des parois mixtes (combi-walls), des parois moul\u00e9es\/parois en pieux s\u00e9cants, ainsi que des jet\u00e9es sur pieux ou structures sur pieux, en prenant en compte l\u2019interaction sol\u2013structure, la capacit\u00e9 portante, les \u00e9tats de service (d\u00e9formations\/tassements), les actions d\u2019accostage et d\u2019amarrage, ainsi que la protection contre l\u2019affouillement.\n      <\/p>\n    <\/div>\n\n    <div class=\"hdmf-structures-media\">\n      <img decoding=\"async\" src=\"MARINE-PORT-IMAGE-3-URL\" alt=\"Quay walls\">\n    <\/div>\n  <\/div>\n\n<\/section>\n\n\n\n<div class=\"wp-block-uagb-advanced-heading uagb-block-95718975\"><div class=\"uagb-heading-text\">nous accompagnons la conception, le dimensionnement et la v\u00e9rification des ouvrages marins et portuaires \u00e0 l\u2019aide de la mod\u00e9lisation num\u00e9rique fond\u00e9e sur la physique et de l\u2019analyse d\u2019ing\u00e9nierie. Notre p\u00e9rim\u00e8tre couvre notamment les digues, jet\u00e9es, \u00e9pis, murs de protection\/rev\u00eatements, tombolos et dispositifs de protection c\u00f4ti\u00e8re, ainsi que les quais. Nous traduisons les conditions m\u00e9t\u00e9o-oc\u00e9aniques au large en charges de projet et indicateurs de performance sp\u00e9cifiques au site, en mod\u00e9lisant la transformation de la houle, l\u2019hydrodynamique locale et les interactions houle\u2013structure. Nous \u00e9valuons \u00e9galement l\u2019exploitabilit\u00e9 et la durabilit\u00e9 \u2014 franchissement et franc-bord, stabilit\u00e9, r\u00e9flexion\/transmission, affouillement au pied des ouvrages et tranquillit\u00e9 portuaire \u2014 afin de fournir des recommandations directement exploitables, optimisant les configurations, r\u00e9duisant les co\u00fbts sur le cycle de vie et garantissant la r\u00e9silience face aux conditions courantes comme aux temp\u00eates extr\u00eames.<br><\/div><\/div>\n\n\n\n<div class=\"wp-block-uagb-container uagb-block-bacf592a alignfull uagb-is-root-container\"><div class=\"uagb-container-inner-blocks-wrap\">\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-28f84493 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"951\" height=\"713\" src=\"https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/01\/port-edited.png\" alt=\"\" class=\"wp-image-4023\" srcset=\"https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/01\/port-edited.png 951w, https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/01\/port-edited-300x225.png 300w, https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/01\/port-edited-768x576.png 768w\" sizes=\"auto, (max-width: 951px) 100vw, 951px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-full is-style-default\" style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0\"><img loading=\"lazy\" decoding=\"async\" width=\"945\" height=\"510\" src=\"https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/02\/image-5.png\" alt=\"\" class=\"wp-image-4444\" style=\"aspect-ratio:4\/3;object-fit:cover\" srcset=\"https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/02\/image-5.png 945w, https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/02\/image-5-300x162.png 300w, https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/02\/image-5-768x414.png 768w\" sizes=\"auto, (max-width: 945px) 100vw, 945px\" \/><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"padding-top:var(--wp--preset--spacing--30);padding-bottom:var(--wp--preset--spacing--30)\">\n<div class=\"wp-block-uagb-advanced-heading uagb-block-de17a0f0\"><div class=\"uagb-heading-text\"><strong><strong><strong><strong><strong><strong>B<\/strong>C\u00f4t\u00e9 au large : digues \u00e0 talus vs. digues verticales\/composites<\/strong><\/strong><\/strong><\/strong><br><\/strong><\/div><\/div>\n\n\n\n<div class=\"wp-block-uagb-advanced-heading uagb-block-f98375e2\"><div class=\"uagb-heading-text\"><strong> <\/strong> pour les digues \u00e0 talus, nous v\u00e9rifions la stabilit\u00e9 de la carapace et du pied d\u2019ouvrage, la conception des filtres et des sous-couches, la cote de cr\u00eate et les objectifs de franchissement, ainsi que les risques d\u2019affouillement et de tassement, en nous appuyant sur la mod\u00e9lisation de la houle en zone c\u00f4ti\u00e8re pour d\u00e9finir les conditions de projet au pied de l\u2019ouvrage. Pour les digues verticales et composites (caissons\/murs de couronnement), nous \u00e9valuons les charges de houle (impulsives et non impulsives), r\u00e9alisons les v\u00e9rifications de glissement, de renversement et de portance, analysons les efforts de soul\u00e8vement et la r\u00e9ponse des fondations, et ma\u00eetrisons la r\u00e9flexion et le franchissement afin de garantir des conditions d\u2019exploitation s\u00fbres et fiables.<\/div><\/div>\n<\/div>\n<\/div>\n\n\n\n<div style=\"height:100px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-uagb-container uagb-block-66c0fe49 alignfull uagb-is-root-container\"><div class=\"uagb-container-inner-blocks-wrap\">\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-28f84493 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"padding-top:var(--wp--preset--spacing--30);padding-bottom:var(--wp--preset--spacing--30)\">\n<div class=\"wp-block-uagb-advanced-heading uagb-block-fd654ce2\"><div class=\"uagb-heading-text\"><strong><strong>Quais <\/strong><\/strong><\/div><\/div>\n\n\n\n<div class=\"wp-block-uagb-advanced-heading uagb-block-5763e2ec\"><div class=\"uagb-heading-text\"><strong>.<\/strong> nous concevons et v\u00e9rifions des quais poids, des parois de palplanches ancr\u00e9es et des parois mixtes (combi-walls), des parois moul\u00e9es\/parois en pieux s\u00e9cants, ainsi que des jet\u00e9es sur pieux ou structures sur pieux, en prenant en compte l\u2019interaction sol\u2013structure, la capacit\u00e9 portante, les \u00e9tats de service (d\u00e9formations\/tassements), les actions d\u2019accostage et d\u2019amarrage, ainsi que la protection contre l\u2019affouillement.<br><\/div><\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"945\" height=\"612\" src=\"https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/02\/image-6.png\" alt=\"\" class=\"wp-image-4445\" style=\"aspect-ratio:4\/3;object-fit:cover\" srcset=\"https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/02\/image-6.png 945w, https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/02\/image-6-300x194.png 300w, https:\/\/hdmf-consulting.com\/wp-content\/uploads\/2026\/02\/image-6-768x497.png 768w\" sizes=\"auto, (max-width: 945px) 100vw, 945px\" \/><\/figure>\n<\/div>\n<\/div>\n<\/div><\/div>\n\n\n\n<p><\/p>","protected":false},"excerpt":{"rendered":"<p>Marine and Port Structures We support the design, sizing, and verification of marine and port structures using physics-based numerical modelling and engineering analysis. Our scope includes breakwaters, jetties, groynes, seawalls\/revetments, tombolos\/coastal defence schemes, and quay walls. We convert offshore metocean conditions into site-specific design loads and performance metrics by modelling wave transformation, local hydrodynamics, and [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_uag_custom_page_level_css":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"unboxed","site-sidebar-style":"unboxed","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":"","footer-sml-layout":"","ast-disable-related-posts":"","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":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"class_list":["post-3994","page","type-page","status-publish","hentry"],"aioseo_notices":[],"_hostinger_reach_plugin_has_subscription_block":false,"_hostinger_reach_plugin_is_elementor":false,"uagb_featured_image_src":{"full":false,"thumbnail":false,"medium":false,"medium_large":false,"large":false,"1536x1536":false,"2048x2048":false,"trp-custom-language-flag":false},"uagb_author_info":{"display_name":"vandalinic.vl@gmail.com","author_link":"https:\/\/hdmf-consulting.com\/fr\/author\/vandalinic-vlgmail-com\/"},"uagb_comment_info":0,"uagb_excerpt":"Marine and Port Structures We support the design, sizing, and verification of marine and port structures using physics-based numerical modelling and engineering analysis. Our scope includes breakwaters, jetties, groynes, seawalls\/revetments, tombolos\/coastal defence schemes, and quay walls. We convert offshore metocean conditions into site-specific design loads and performance metrics by modelling wave transformation, local hydrodynamics, and\u2026","_links":{"self":[{"href":"https:\/\/hdmf-consulting.com\/fr\/wp-json\/wp\/v2\/pages\/3994","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/hdmf-consulting.com\/fr\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/hdmf-consulting.com\/fr\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/hdmf-consulting.com\/fr\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/hdmf-consulting.com\/fr\/wp-json\/wp\/v2\/comments?post=3994"}],"version-history":[{"count":16,"href":"https:\/\/hdmf-consulting.com\/fr\/wp-json\/wp\/v2\/pages\/3994\/revisions"}],"predecessor-version":[{"id":5472,"href":"https:\/\/hdmf-consulting.com\/fr\/wp-json\/wp\/v2\/pages\/3994\/revisions\/5472"}],"wp:attachment":[{"href":"https:\/\/hdmf-consulting.com\/fr\/wp-json\/wp\/v2\/media?parent=3994"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}