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  <title><![CDATA[PhD Defense by Nimisha Roy]]></title>
  <body><![CDATA[<p>Ph.D. Thesis Defense Announcement<br />
Pore Space Architecture of Particulate Materials: Characterization and Applications<br />
by<br />
Nimisha Roy<br />
Advisor:<br />
Dr. J. David Frost (CEE)<br />
Committee &nbsp;Members:<br />
Dr. Umit Catalyurek (CSE), Dr. Elizabeth Cherry (CSE), Dr. Mahdi Roozbahani (CSE), Dr. Giaocchino&nbsp;<br />
Viggiani (Univ. Grenoble Alpes)</p>

<p>Date &amp; Time: Monday, November 08, 2021, at 12:00 PM<br />
Location: &nbsp;Sustainable Education Building (SEB), Room 122/ Virtual via Zoom:<br />
https://us02web.zoom.us/j/89856743663?pwd=dFR6UzVVWlRiMDBkZHhzWWdybXZBUT09</p>

<p><br />
ABSTRACT<br />
The &nbsp; behavior &nbsp; of &nbsp; particulate &nbsp; materials &nbsp; is &nbsp; of &nbsp; overarching &nbsp; importance &nbsp; across &nbsp;&nbsp;<br />
multiple &nbsp; science &nbsp; and engineering &nbsp;fields, &nbsp;given &nbsp;its &nbsp;ubiquitous &nbsp;presence &nbsp;in &nbsp;nature. &nbsp;These&nbsp;<br />
materials &nbsp;are &nbsp;typically &nbsp;composed of two phases, solids and voids, and are therefore described as&nbsp;<br />
complex multi-phase materials that exhibit non-linear responses when subjected to varying boundary&nbsp;<br />
conditions. While the attributes of the solid phase of particulate materials have been extensively&nbsp;<br />
characterized both experimentally and numerically, there &nbsp;is &nbsp;much &nbsp;less &nbsp;understanding &nbsp;of &nbsp;the &nbsp;<br />
attributes &nbsp;and &nbsp;behavior &nbsp;of &nbsp;the &nbsp;pore &nbsp;phase. &nbsp;Furthermore, classical pore models incorporate&nbsp;<br />
idealized assumptions of feature geometries, limiting the accuracy of the &nbsp; information &nbsp; that &nbsp;&nbsp;<br />
can &nbsp; be &nbsp; obtained &nbsp; from &nbsp; these &nbsp; features. &nbsp; This &nbsp; study &nbsp; aims &nbsp; to &nbsp; advance &nbsp; digital&nbsp;<br />
characterization &nbsp;capabilities &nbsp;for &nbsp;particulate &nbsp;microstructures, &nbsp;focusing &nbsp;on &nbsp;characterizing &nbsp;<br />
the &nbsp;geometry and &nbsp;topology &nbsp;of &nbsp;the &nbsp;highly &nbsp;complex &nbsp;pore &nbsp;space &nbsp;within &nbsp;packed &nbsp;particle &nbsp;<br />
systems. &nbsp;A &nbsp;new &nbsp;and &nbsp;robust computational &nbsp;algorithm &nbsp;is &nbsp;proposed &nbsp;that &nbsp;quantifies &nbsp;various &nbsp;<br />
characteristics &nbsp;of &nbsp;the &nbsp;three-dimensional pore space of a given particulate media, which is&nbsp;<br />
unimpeded by assumptions of feature shapes or user dependency. The method is validated against&nbsp;<br />
packings of known pore geometries and implemented on real, &nbsp;simulated, &nbsp;and &nbsp;fabricated &nbsp;<br />
microstructures &nbsp;of &nbsp;different &nbsp;packing &nbsp;densities, &nbsp;particle &nbsp;sizes, &nbsp;shapes, gradation, and&nbsp;<br />
following different specimen preparation techniques to measure its ability in capturing multi-scale&nbsp;<br />
responses of microstructures.<br />
The study also leverages the emergence of machine learning techniques to scale up the findings to&nbsp;<br />
real- world field-scale applications comprising particle-pore systems with 10&#39;s of millions of&nbsp;<br />
particles. In this regard, &nbsp;the &nbsp;use &nbsp;of &nbsp;deep &nbsp;learning &nbsp;tools &nbsp;for &nbsp;the &nbsp;rapid &nbsp;estimation &nbsp;of &nbsp;<br />
pore &nbsp;space &nbsp;properties &nbsp;from &nbsp;three- dimensional &nbsp;images &nbsp;is &nbsp;sought. &nbsp;Finally, &nbsp; the &nbsp;developed &nbsp;<br />
techniques &nbsp;and &nbsp;tools &nbsp;are &nbsp;implemented &nbsp;on &nbsp;real granular &nbsp;soils &nbsp;to &nbsp;strengthen &nbsp;the &nbsp;<br />
understanding &nbsp;of &nbsp;macro-geomechanical &nbsp;phenomena. &nbsp;The &nbsp;findings highlight &nbsp;the &nbsp;importance &nbsp;of &nbsp;<br />
accounting &nbsp;for &nbsp;pore &nbsp;space &nbsp;properties &nbsp;when &nbsp;interpreting &nbsp;the &nbsp;macroscopic<br />
response of granular assemblies subjected to external mechanical and precipitational loading.<br />
&nbsp;</p>

<p>&nbsp;</p>
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