{"id":49,"date":"2018-07-06T15:14:08","date_gmt":"2018-07-06T19:14:08","guid":{"rendered":"https:\/\/geol.umd.edu\/facilities\/rockphysics\/?page_id=49"},"modified":"2018-07-13T12:03:23","modified_gmt":"2018-07-13T16:03:23","slug":"research","status":"publish","type":"page","link":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/research\/","title":{"rendered":"Research"},"content":{"rendered":"<div id=\"pl-49\"  class=\"panel-layout\" ><div id=\"pg-49-0\"  class=\"panel-grid panel-no-style\" ><div id=\"pgc-49-0-0\"  class=\"panel-grid-cell\" ><div id=\"panel-49-0-0-0\" class=\"so-panel widget widget_text panel-first-child panel-last-child\" data-index=\"0\" >\t\t\t<div class=\"textwidget\"><p class=\"western\"><span style=\"font-family: Arial, serif;\">Our approach is to combine laboratory experiments\u00a0(skilled mechanic!), microstructural analysis (nano scientist!), and digital rock physics modeling (computer geek!).\u00a0Our current projects include:<\/span><\/p>\n<\/div>\n\t\t<\/div><\/div><\/div><div id=\"pg-49-1\"  class=\"panel-grid panel-no-style\" ><div id=\"pgc-49-1-0\"  class=\"panel-grid-cell\" ><div id=\"panel-49-1-0-0\" class=\"so-panel widget widget_text panel-first-child\" data-index=\"1\" >\t\t\t<div class=\"textwidget\"><p><strong><span style=\"font-family: Arial, serif;\">1. Fracture propagation and frictional instability under varying pore fluid pressure and chemistry, with applications to faulting and earthquake mechanisms. <\/span><\/strong><\/p>\n<\/div>\n\t\t<\/div><div id=\"panel-49-1-0-1\" class=\"so-panel widget widget_media_image panel-last-child\" data-index=\"2\" ><figure style=\"width: 3052px\" class=\"wp-caption alignnone\"><img loading=\"lazy\" decoding=\"async\" width=\"3052\" height=\"1074\" src=\"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig1.png\" class=\"image wp-image-179  attachment-full size-full\" alt=\"\" style=\"max-width: 100%; height: auto;\" srcset=\"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig1.png 3052w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig1-300x106.png 300w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig1-768x270.png 768w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig1-1024x360.png 1024w\" sizes=\"auto, (max-width: 3052px) 100vw, 3052px\" \/><figcaption class=\"wp-caption-text\">Significant increase in recent seismicity has been linked to injecting waste water into the crust. We study the effect of loading path and pressurization rate associated with fluid injection on slip behavior along a pre-existing fault. The experimental results show that mechanical changes in fault normal stress are more effective than pore fluid pressurization at initiating accelerated slip events. From French et al., GRL, 2016.<\/figcaption><\/figure><\/div><\/div><\/div><div id=\"pg-49-2\"  class=\"panel-grid panel-no-style\" ><div id=\"pgc-49-2-0\"  class=\"panel-grid-cell\" ><div id=\"panel-49-2-0-0\" class=\"so-panel widget widget_text panel-first-child\" data-index=\"3\" >\t\t\t<div class=\"textwidget\"><p><strong><span style=\"font-family: Arial, serif;\">2.\u00a0<\/span><span style=\"font-family: Arial, serif;\">Transport properties and 3D melt distribution of partially molten mantle peridotites, with applications to magma transport\u00a0at ocean ridges, subduction zones and hotspots.<\/span><\/strong><\/p>\n<\/div>\n\t\t<\/div><div id=\"panel-49-2-0-1\" class=\"so-panel widget widget_media_image panel-last-child\" data-index=\"4\" ><figure style=\"width: 1455px\" class=\"wp-caption alignnone\"><img loading=\"lazy\" decoding=\"async\" width=\"1455\" height=\"507\" src=\"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig2.png\" class=\"image wp-image-79  attachment-full size-full\" alt=\"\" style=\"max-width: 100%; height: auto;\" srcset=\"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig2.png 1455w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig2-300x105.png 300w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig2-768x268.png 768w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig2-1024x357.png 1024w\" sizes=\"auto, (max-width: 1455px) 100vw, 1455px\" \/><figcaption class=\"wp-caption-text\">Determine permeability-porosity relationship in partially molten mantle rocks using Digital Rock Physics method: a) Building a digital rock using X-ray synchrotron microtomography techniques; 2) Virtual experiments on the digital rock to obtain physical properties; 3) Quantifying relationships to better understand geological processes.  From Miller et al., EPSL, 2014. <\/figcaption><\/figure><\/div><\/div><\/div><div id=\"pg-49-3\"  class=\"panel-grid panel-no-style\" ><div id=\"pgc-49-3-0\"  class=\"panel-grid-cell\" ><div id=\"panel-49-3-0-0\" class=\"so-panel widget widget_text panel-first-child\" data-index=\"5\" >\t\t\t<div class=\"textwidget\"><p><strong><span style=\"font-family: Arial, serif;\">3. Reaction-induced fracturing during hydration and carbonation of olivine, with applications oceanic lithosphere dynamics and carbon sequestration.<\/span><\/strong><\/p>\n<\/div>\n\t\t<\/div><div id=\"panel-49-3-0-1\" class=\"so-panel widget widget_media_image panel-last-child\" data-index=\"6\" ><figure style=\"width: 1305px\" class=\"wp-caption alignnone\"><img loading=\"lazy\" decoding=\"async\" width=\"1305\" height=\"368\" src=\"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig3.png\" class=\"image wp-image-80  attachment-full size-full\" alt=\"\" style=\"max-width: 100%; height: auto;\" srcset=\"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig3.png 1305w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig3-300x85.png 300w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig3-768x217.png 768w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/Fig3-1024x289.png 1024w\" sizes=\"auto, (max-width: 1305px) 100vw, 1305px\" \/><figcaption class=\"wp-caption-text\">Temporal evolution of pore geometry during olivine mineral carbonation. A) An olivine cup (made of sintered olivine aggregates) filled with olivine sands reacted with a carbon rich fluid. X-ray microtomography images of microstructure evolution after B) 8; C) 86; D) 140 hours of carbonation. Olivine sand grains in the cup (right side of the images) show considerable increase in surface roughness. Fine-grained reaction products precipitated in the interior of the cup wall appear as growing clusters with smoother textures (magenta outline). Cracks initiate at both the inner and outer surfaces of the cup wall after 64 hours of reaction. Cracks widen as reaction continue. From Zhu et al., GRL, 2016.<\/figcaption><\/figure><\/div><\/div><\/div><div id=\"pg-49-4\"  class=\"panel-grid panel-no-style\" ><div id=\"pgc-49-4-0\"  class=\"panel-grid-cell\" ><div id=\"panel-49-4-0-0\" class=\"so-panel widget widget_text panel-first-child\" data-index=\"7\" >\t\t\t<div class=\"textwidget\"><p><strong><span style=\"font-family: Arial, serif;\">4. Interplay between fracturing, crystal plasticity and pressure solution in carbonate rocks, with applications to energy exploration and fault mechanics.<\/span><\/strong><\/p>\n<\/div>\n\t\t<\/div><div id=\"panel-49-4-0-1\" class=\"so-panel widget widget_media_image panel-last-child\" data-index=\"8\" ><figure style=\"width: 2813px\" class=\"wp-caption alignnone\"><img loading=\"lazy\" decoding=\"async\" width=\"2813\" height=\"798\" src=\"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig4.png\" class=\"image wp-image-78  attachment-full size-full\" alt=\"\" style=\"max-width: 100%; height: auto;\" srcset=\"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig4.png 2813w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig4-300x85.png 300w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig4-768x218.png 768w, https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-content\/uploads\/2018\/07\/fig4-1024x290.png 1024w\" sizes=\"auto, (max-width: 2813px) 100vw, 2813px\" \/><figcaption class=\"wp-caption-text\">Solution transfer in carbonate rocks exerts significant control in rock strength and failure mode, even when solubility is small. Yield cap (the onset of significant plastic deformation) of porous limestones is sensitive to pore fluid chemistry.  Rocks containing disequilibrium fluids were weaker than those with fluids in equilibrium with the mineral components. Microstructural analyses reveal that the pressure solution at grain-to-grain contacts is enhanced with the disequilibrium pore fluid, which leads to enhanced compaction. From Lisabeth and Zhu, JGR, 2015. <\/figcaption><\/figure><\/div><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"<p>Our approach is to combine laboratory experiments\u00a0(skilled mechanic!), microstructural analysis (nano scientist!), and digital rock physics modeling (computer geek!).\u00a0Our current projects include: 1. Fracture propagation and frictional instability under varying pore fluid pressure and chemistry, with applications to faulting and earthquake mechanisms.<\/p>\n","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"site-sidebar-layout":"default","site-content-layout":"default","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":""},"class_list":["post-49","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-json\/wp\/v2\/pages\/49","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-json\/wp\/v2\/comments?post=49"}],"version-history":[{"count":19,"href":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-json\/wp\/v2\/pages\/49\/revisions"}],"predecessor-version":[{"id":181,"href":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-json\/wp\/v2\/pages\/49\/revisions\/181"}],"wp:attachment":[{"href":"https:\/\/www.geol.umd.edu\/facilities\/rockphysics\/wp-json\/wp\/v2\/media?parent=49"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}