{"id":3815,"date":"2023-01-10T15:27:03","date_gmt":"2023-01-10T15:27:03","guid":{"rendered":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/?p=3815"},"modified":"2023-01-10T15:27:03","modified_gmt":"2023-01-10T15:27:03","slug":"seminarios-dieg-invitado-david-healy","status":"publish","type":"post","link":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/seminarios-dieg-invitado-david-healy\/","title":{"rendered":"Seminarios DIEG: Invitado David Healy, PhD."},"content":{"rendered":"<h3>&#8220;Quantifying the probability of induced seismicity and fluid flow for geothermal development&#8221;<\/h3>\n<h4>20 de enero de 2023, 12:00 hrs. Actividad presencial.<\/h4>\n<p><\/p>\n<p align = \"justify\">Extendemos la invitaci\u00f3n al primer seminario DIEG del a\u00f1o, donde contaremos con la participaci\u00f3n del acad\u00e9mico David Healy de la Universidad de Aberdeen, Escocia, Reino  Unido, donde sostiene una posici\u00f3n en Mec\u00e1nica de Rocas y Geomec\u00e1nica. Tambi\u00e9n trabaj\u00f3 en Universidad de Curtin, Perth, Australia; Universidad de Durham y Universidad de Liverpool. Antes de realizar sus estudios de doctorado, trabaj\u00f3 como programador, analista y l\u00edder de equipo en TI en empresas como BP, Chevron, Marks &#038; Spencer y American Express. Hoy se encuentra dedicado a la academia, ense\u00f1ando t\u00f3picos de geolog\u00eda estructural, geof\u00edsica, geomec\u00e1nica y metamorfismo. Sus l\u00edneas de investigaci\u00f3n incluyen flujo de fluidos subterr\u00e1neos en roca fracturada, la anisotrop\u00eda de elasticidad y poroelasticidad, mecanismos de falla fr\u00e1gil y flujo de calor de la corteza.<\/p>\n<h3>Abstract<\/h3>\n<p align = \"justify\">The operations needed to decarbonize our energy systems increasingly involve faulted rocks in the subsurface. To manage the technical challenges presented by these rocks and the justifiable public concern over induced seismicity, we need to assess the risks. Widely used measures for fault stability, including slip and dilation tendency and fracture susceptibility, can be combined with Response Surface Methodology from engineering and Monte Carlo simulations to produce statistically robust ensembles for the analysis of probability. In this talk, I\u2019ll describe this approach using custom-built open-source Python code (pfs \u2013 probability of fault slip). The technique is illustrated using examples and case studies drawn from sites for geothermal energy in the UK and discussed in the light of induced seismicity focal mechanisms. The analysis of geomechanical probability highlights key gaps in our knowledge of the stress field, fluid pressures, and rock properties. Scope exists to develop, integrate, and exploit citizen science projects to generate more, and better, data and simultaneously include the public in the necessary discussions about hazard and risk.<\/p>\n<p>*Presentaci\u00f3n en ingl\u00e9s<\/p>\n<figure id=\"attachment_3819\" aria-describedby=\"caption-attachment-3819\" style=\"width: 600px\" class=\"wp-caption aligncenter\"><a href=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2023\/01\/dave-healy-topic-e1673364550116.png\"><img fetchpriority=\"high\" decoding=\"async\" src=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2023\/01\/dave-healy-topic-e1673364550116.png\" alt=\"\" width=\"600\" height=\"531\" class=\"size-full wp-image-3819\" srcset=\"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2023\/01\/dave-healy-topic-e1673364550116.png 600w, https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-content\/uploads\/2023\/01\/dave-healy-topic-e1673364550116-300x266.png 300w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/a><figcaption id=\"caption-attachment-3819\" class=\"wp-caption-text\">Figure shows maps of surface fault traces around Greater Manchester (from BGS solid geology maps) colour coded for their probability of slip tendency > 0.3 in the present day stress field. Red: greater than a 1 in 3 chance (33%); green: less than a 1 in 100 chance (1%) and amber: between 1 and 33%. Lower map has colour codes weighted by fault smoothness (i.e., straightness).<\/figcaption><\/figure>\n<p>Inscripciones aqu\u00ed:<\/p>\n<p><iframe src=\"https:\/\/docs.google.com\/forms\/d\/e\/1FAIpQLSfCHWRTyFcqNGWpeJ2ZpBUjIG8rVTKboof4k6lGzE71DQJN5w\/viewform?embedded=true\" width=\"600\" height=\"2145\" frameborder=\"0\" marginheight=\"0\" marginwidth=\"0\">Cargando\u2026<\/iframe><\/p>\n","protected":false},"excerpt":{"rendered":"<p>&#8220;Quantifying the probability of induced seismicity and fluid flow for geothermal development&#8221;. 20 de enero 2023, 12:00 hrs. Actividad presencial.<\/p>\n","protected":false},"author":4,"featured_media":3816,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"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":"","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":"default","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":""},"categories":[20,18],"tags":[],"class_list":["post-3815","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-estructural-eventos","category-estructural-noticias"],"_links":{"self":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/3815","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/comments?post=3815"}],"version-history":[{"count":0,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/3815\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/media\/3816"}],"wp:attachment":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/media?parent=3815"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/categories?post=3815"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/tags?post=3815"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}