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SUMMARY:MEchanics GAthering –MEGA- Seminar: Ascent and movement of buoya
 nt fluids in the lithosphere
DTSTART:20231019T161500
DTEND:20231019T173000
DTSTAMP:20260925T203555Z
UID:472e2e3db169bfe2e5622d082c06e374b5eab46a91c732a1e94cb888
CATEGORIES:Conferences - Seminars
DESCRIPTION:Andreas Möri (GEL\, EPFL)\nAbstract\nHydraulic fractures are 
 driven by an internal fluid pressure exceeding the minimum compressive str
 ess\, propagating\nin a direction perpendicular to the latter. This class 
 of tensile fractures has gained interest over the last fifty years due\nto
  the development of multiple engineering applications. Among these industr
 ial applications are well-stimulation\ntreatments by hydraulic fracturing 
 used in the oil and gas industry to enhance the permeability of tight rese
 rvoirs.\nThe same technique is used in geothermal systems to increase prod
 uction. It has become of increased interest\nrecently in the discussion ab
 out the energy transition thanks to the idea of orange hydrogen production
 \, carbon\ncapture and sequestration\, and the use of the underground for 
 fracture thermal or elastic energy storage. But buoyant\nhydraulic fractur
 es occur not only due to anthropogenic actions but also naturally. The mos
 t dramatic manifestation\nof such fractures is the process of magma migrat
 ion at a large scale in so-called dikes and sills. Generally\, the ascent\
 nof geothermal fluids in subduction zones or at hot spots can also be rela
 ted to such processes.\nMost anthropogenic applications are performed in s
 edimentary basins. In these geological formations\, the minimum\ncompressi
 ve stress is usually horizontal and increases with depth. As a result\, hy
 draulic fractures grow along\nvertical planes. Because the density of the 
 fluid and solid are generally different\, a buoyant force between the\nhyd
 rostatic pressure gradient and the background stress emerges. This force c
 auses the fracture to deviate from\nits initially radial propagation towar
 ds an elongated growth in the direction of gravitational acceleration. Onc
 e\ninitiated\, it is essential to note that this propagation is self-susta
 ined\, meaning that with no further source of external\nenergy\, the fract
 ure will continue to propagate. Such propagation is notably dangerous if d
 irected upwards\, as\npotentially sensitive aquifers could be infiltrated.
  In our work\, we quantify this elongated propagation and study\nhow this 
 relates to the dominant energy dissipation mechanisms (viscous flow of the
  fluid in the fracture against the\nenergy used for fracture surface creat
 ion.\nIn the first part\, we have studied the emergence and propagation of
  such fractures from a linear elastic fracture\nmechanics (LEFM) viewpoint
  using scaling analysis and numerical simulations. We could notably show t
 hat the\nentire history of such fractures can be related to only two dimen
 sionless numbers combining the properties of the\nsolid (density\, elastic
 ity\, fracture resistance)\, the fracturing fluid (density\, viscosity)\, 
 and the fluid release (rate\,\nrelease time). We could characterize the po
 ssible emergence and the various self-similar solutions of buoyant\nhydrau
 lic fractures. Lately\, we have started investigating the effects of heter
 ogeneities and other mechanisms\, like\nfluid mass changes\, on the propag
 ation of hydraulic fractures. At the current state of our research\, we co
 ntinue\nto investigate various aspects to increase the comparability of ou
 r results and findings with industrial and natural\noccurrences of buoyant
  hydraulic fractures.\n\nBiography\nAndreas Möri is currently a post-doc 
 in the Geo-Energy Laboratory (GEL) in the Civil Engineering Department\nat
  EPFL. He obtained his Bachelor’s and Master’s degrees in Civil engine
 ering from EPFL with a specialization\nin geotechnical construction and eq
 uivalent credits in structural engineering. During his studies\, his inter
 est was\ndirected toward the localization of deformation\, respectively fr
 acturing\, of geomaterials coupled with fluid flow\ninside localized fract
 ures and the bulk. During his Master’s project\, he focused on shear loc
 alization as the initiation\nmechanisms of landslides and investigated a c
 reeping landslide in the Swiss pre-alps. He performed early work on\nhydra
 ulic shear fractures\, studying the remote nucleation of aseismic slip due
  to the stress transfer caused by an\naseismic shear fracture. In his Ph.D
 .\, he shifted towards opening mode hydraulic fractures and notably invest
 igated\nthe influence of gravitational forces on their propagation\, emerg
 ence\, and arrest. During his thesis in the GEL lab\, he\nbecame an expert
  on buoyant hydraulic fractures. He could relate previously existing late-
 time and two-dimensional\nsolutions to such fractures’ full\, three-dime
 nsional planar propagation. Thanks to his expertise in the scaling\nanalys
 is and numerical validation of fundamental physical processes in fully cou
 pled hydromechanical problems\, he\nfurther laid the basis for studying va
 rious additional mechanisms related to different occurrences of such fract
 ures.\nThese mechanisms include heterogeneities\, size-dependent effects\,
  and fluid mass losses. Additionally\, he has been\npassionate about study
 ing poroelastic effects on hydraulic fracture propagation\, where he is cu
 rrently finishing some\nprojects started during his thesis. He obtained hi
 s Ph.D. from EPFL in September 2023 before switching to a\npost-doc positi
 on in the same lab. This project-based position is sought to validate the 
 feasibility of fracture thermal\nenergy storage through lab experiments. H
 e currently performs experiments with circulating high-temperature fluids\
 nin previously created hydraulic fractures in large-scale rock specimens. 
 In the project’s further development\, he will\ntry to create multiple f
 ractures in such samples\, including a subsequent charge and discharge of 
 the designed thermal\nbattery.
LOCATION:MED 2 2423 https://plan.epfl.ch/?room==MED%202%202423 https://epf
 l.zoom.us/j/67432145299?pwd=RXo4dHBQaFhFbktzYVdIa2xGOEhqUT09
STATUS:CONFIRMED
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