{"id":1201,"date":"2023-11-29T10:21:00","date_gmt":"2023-11-29T10:21:00","guid":{"rendered":"http:\/\/adriendamon-geoconsulting.pro\/?p=1201"},"modified":"2025-09-19T09:59:52","modified_gmt":"2025-09-19T09:59:52","slug":"new-contract-for-totalenergies-co2-storage-department","status":"publish","type":"post","link":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/2023\/11\/29\/new-contract-for-totalenergies-co2-storage-department\/","title":{"rendered":"New contract with TotalEnergies &#8211; CO2 storage department"},"content":{"rendered":"\n<div class=\"wp-block-columns are-vertically-aligned-center is-layout-flex wp-container-core-columns-is-layout-794e3cfa wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-vertically-aligned-center is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\">\n<p class=\"has-medium-font-size wp-block-paragraph\">I am enjoyed to start a new study for the CO<sub>2<\/sub> storage department of TotalEnergies.<\/p>\n\n\n\n<p class=\"has-medium-font-size wp-block-paragraph\">I am asked to provide a comprehensive and quantitative model of the coupling between the mechanics and the permeability of clayrocks, as well as indications of the geological conditions resulting in the brittle\/permeability increasing behavior of clayrocks, in order to secure CO<sub>2<\/sub> storage operations.<\/p>\n\n\n\n<p class=\"has-medium-font-size wp-block-paragraph\">This will serve in the screening of potential CO\u2082 storage sites and in the estimation of storage capacity in terms of caprock resistance and maintenance of low permeability.<\/p>\n\n\n\n<p class=\"has-medium-font-size wp-block-paragraph\">The results will be used to assess leakage risks at currently operated fields.<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"flex-basis:50%\"><figure class=\"wp-block-post-featured-image\"><img loading=\"lazy\" decoding=\"async\" width=\"1014\" height=\"1260\" src=\"https:\/\/adriendamon-geoconsulting.pro\/wp-content\/uploads\/2023\/11\/New-contract-TEOT-2023-2025.png\" class=\"attachment-post-thumbnail size-post-thumbnail wp-post-image\" alt=\"\" style=\"object-fit:cover;\" srcset=\"https:\/\/adriendamon-geoconsulting.pro\/wp-content\/uploads\/2023\/11\/New-contract-TEOT-2023-2025.png 1014w, https:\/\/adriendamon-geoconsulting.pro\/wp-content\/uploads\/2023\/11\/New-contract-TEOT-2023-2025-241x300.png 241w, https:\/\/adriendamon-geoconsulting.pro\/wp-content\/uploads\/2023\/11\/New-contract-TEOT-2023-2025-824x1024.png 824w, https:\/\/adriendamon-geoconsulting.pro\/wp-content\/uploads\/2023\/11\/New-contract-TEOT-2023-2025-768x954.png 768w\" sizes=\"auto, (max-width: 1014px) 100vw, 1014px\" \/><\/figure>\n\n\n<p class=\"has-small-font-size wp-block-paragraph\">Featured image: monitoring system of fluid flow and fault stability in response to fluid injection. From Guglielmi et al. (2021): <a href=\"https:\/\/doi.org\/10.1016\/j.ijggc.2021.103471\">Field-scale fault reactivation experiments by fluid injection highlight aseismic leakage in caprock analogs: Implications for CO2 sequestration<\/a><\/p>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>I am enjoyed to start a new study for the CO2 storage department of TotalEnergies. I am asked to provide a comprehensive and quantitative model of the coupling between the mechanics and the permeability of clayrocks, as well as indications of the geological conditions resulting in the brittle\/permeability increasing behavior of clayrocks, in order to [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":1206,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1],"tags":[],"class_list":["post-1201","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/posts\/1201","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/types\/post"}],"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=1201"}],"version-history":[{"count":5,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/posts\/1201\/revisions"}],"predecessor-version":[{"id":1211,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/posts\/1201\/revisions\/1211"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/media\/1206"}],"wp:attachment":[{"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/media?parent=1201"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/categories?post=1201"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/adriendamon-geoconsulting.pro\/index.php\/wp-json\/wp\/v2\/tags?post=1201"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}