{"id":102,"date":"2025-07-25T09:18:53","date_gmt":"2025-07-25T09:18:53","guid":{"rendered":"http:\/\/adriendamon-geoconsulting.pro\/?page_id=102"},"modified":"2026-05-04T10:45:35","modified_gmt":"2026-05-04T10:45:35","slug":"experience","status":"publish","type":"page","link":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/experience\/","title":{"rendered":"Experience"},"content":{"rendered":"<div style=\"font-style:normal;font-weight:400;padding-top:var(--wp--preset--spacing--40);padding-right:0;padding-bottom:var(--wp--preset--spacing--30);--bb--crumb-gap:0.4em\" class=\"wp-elements-249ec005ebfe0599c0583f1f0071185d wp-block-boldblocks-breadcrumb-block has-text-color has-accent-2-color has-medium-font-size\"><nav role=\"navigation\" aria-label=\"Breadcrumbs\" class=\"breadcrumb\"><ol class=\"breadcrumb-items\"><li class=\"breadcrumb-item breadcrumb-item--current breadcrumb-item--home\"><span class=\"breadcrumb-item-name\">Home<\/span><\/li><\/ol><\/nav><\/div>\n\n\n<div class=\"wp-block-group has-medium-font-size is-vertical is-layout-flex wp-container-core-group-is-layout-13e55729 wp-block-group-is-layout-flex\" style=\"padding-top:0;padding-right:0;padding-bottom:var(--wp--preset--spacing--40);padding-left:0\">\n<p class=\"wp-block-paragraph\" style=\"font-style:normal;font-weight:400\">\u2022 Support in the assessment of brittleness and permeability of clayrocks (development of a quantitative model of the coupling between clayrock deformation and permeability, characterization and quantification of geological factors of embrittlement)<\/p>\n\n\n\n<p class=\"wp-block-paragraph\" style=\"font-style:normal;font-weight:400\">\u2022 Estimation of ECD for the drilling, maintain of fault stability and preservation of the low permeability of clayrocks in operated O&amp;G fields<\/p>\n\n\n\n<p class=\"wp-block-paragraph\" style=\"font-style:normal;font-weight:400\">\u2022 Review of the procedure of clayrock brittleness\/permeability assessment integrating current workflows<\/p>\n\n\n\n<p class=\"has-accent-2-color has-text-color has-link-color has-medium-font-size wp-elements-f88f708e5984da874686879e4b97257a wp-block-paragraph\" style=\"font-style:normal;font-weight:400\"><a href=\"https:\/\/cstjf-pau.totalenergies.fr\/en\" data-type=\"link\" data-id=\"https:\/\/cstjf-pau.totalenergies.fr\/en\">TotalEnergies OneTech<\/a>, 2023-2025<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-medium-font-size is-vertical is-layout-flex wp-container-core-group-is-layout-8a163aeb wp-block-group-is-layout-flex\" style=\"margin-top:0;margin-bottom:0;padding-top:0;padding-right:0;padding-bottom:var(--wp--preset--spacing--40);padding-left:0\">\n<p class=\"wp-block-paragraph\" style=\"font-style:normal;font-weight:400\">Fault stability prediction over 1 Myr around the Cig\u00e9o site, confrontation to previous predictions, report and presentation to the evaluation commission in charge of the request of ANDRA for the authorization of constructing the Cig\u00e9o radioactive waste storage facility<\/p>\n\n\n\n<p class=\"has-accent-2-color has-text-color has-link-color has-medium-font-size wp-elements-b669b680c85e37b13de60ae5da38c8fa wp-block-paragraph\" style=\"font-style:normal;font-weight:400\"><a href=\"https:\/\/www.cne2.fr\/\" data-type=\"link\" data-id=\"https:\/\/www.cne2.fr\/\">National Evaluation Commission for research and studies relating to the management of radioactive materials (CNE<sup>2<\/sup>)<\/a>, October 2023<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-medium-font-size is-vertical is-layout-flex wp-container-core-group-is-layout-41288f46 wp-block-group-is-layout-flex\" style=\"margin-top:0;margin-bottom:0;padding-top:0;padding-right:0;padding-bottom:var(--wp--preset--spacing--40);padding-left:0\">\n<p class=\"wp-block-paragraph\" style=\"font-style:normal;font-weight:400\">Long-term (1 Myr) modeling of glacial cycles and erosion, and estimation of the stability state of faults around the Cig\u00e9o site (projected radioactive waste storage facility)<\/p>\n\n\n\n<p class=\"has-accent-2-color has-text-color has-link-color has-medium-font-size wp-elements-8b2219ae0e99ab21b678aa28654150b2 wp-block-paragraph\" style=\"font-style:normal;font-weight:400\"><a href=\"https:\/\/www.andra.fr\/\" data-type=\"link\" data-id=\"https:\/\/www.andra.fr\/\">ANDRA (French national agency for radioactive waste management)<\/a>, 2020-2023<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-group has-medium-font-size is-vertical is-layout-flex wp-container-core-group-is-layout-41288f46 wp-block-group-is-layout-flex\" style=\"margin-top:0;margin-bottom:0;padding-top:0;padding-right:0;padding-bottom:var(--wp--preset--spacing--40);padding-left:0\">\n<p class=\"wp-block-paragraph\" style=\"font-style:normal;font-weight:400\">Digital fault network modeling<\/p>\n\n\n\n<p class=\"has-accent-2-color has-text-color has-link-color has-medium-font-size wp-elements-70187027167b00d30b46dd9d9078dca6 wp-block-paragraph\" style=\"font-style:normal;font-weight:400\"><a href=\"https:\/\/geoscience.youwol.com\/\">YouWol Geoscience<\/a>, June-July 2019<\/p>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>\u2022 Support in the assessment of brittleness and permeability of clayrocks (development of a quantitative model of the coupling between clayrock deformation and permeability, characterization and quantification of geological factors of embrittlement) \u2022 Estimation of ECD for the drilling, maintain of fault stability and preservation of the low permeability of clayrocks in operated O&amp;G fields [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":4,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-102","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/pages\/102","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/comments?post=102"}],"version-history":[{"count":361,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/pages\/102\/revisions"}],"predecessor-version":[{"id":1558,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/pages\/102\/revisions\/1558"}],"wp:attachment":[{"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/media?parent=102"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}