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  <title><![CDATA[PhD Defense by John A. Huntoon]]></title>
  <body><![CDATA[<p>School of Civil and Environmental Engineering</p><p>Ph.D. Thesis Defense Announcement</p><p>DESIGN, INSTALLATION, AND EVALUATION OF GEOSTRUCTURAL PLANT ROOT INSPIRED GROUND ANCHORS</p><p><strong>By&nbsp;</strong>John A. Huntoon</p><p><strong>Advisor:</strong></p><p>Dr. J. David Frost (CEE)</p><p><strong>Committee Members:</strong></p><p>Dr. Rick Deschamps (Nicholson Construction)</p><p>Dr. Michael E. Helms (ME)</p><p>Dr. Jorge Macedo (CEE)</p><p>Dr. Valerie Thomas (ISyE)</p><p><strong>Date and Time:</strong>&nbsp;August 15th, 2025. 12:00 pm EST</p><p><strong>Location:</strong>&nbsp;SEB 122 &amp; Microsoft Teams - ID: 252 013 528 937; Passcode: KX2m3Q</p><p>Complete announcement, with abstract, is attached.</p><p>The Root-Inspired Ground Anchor (RIGA) is a novel ground anchoring technology<br>which leverages the pullout anchoring efficiency of fibrous plant roots into a round anchor for&nbsp;<br>infrastructure applications. Potential reductions in material onsumption, ground anchor&nbsp;<br>installation time, and spatial footprint are ypothesized and examined in this thesis. Existing&nbsp;<br>understanding of the relevant nchoring mechanisms of plant roots proposes that such an anchor may&nbsp;<br>have the ypothesized benefits but does not provide means for practicing engineers to onstruct or&nbsp;<br>design geostructural systems using a RIGA. The present thesis describes a proposed mechanism and technique by which RIGAS may be installed<br>and an engineering design procedure for selecting anchors to meet capacity performance and&nbsp;<br>reliability criteria. Laboratory and half-scale field trials provide insights into mechanism design&nbsp;<br>and relevant installation effects. Drawing on these insights, novel analytical installation and&nbsp;<br>pullout performance models form the basis of an engineering design procedure. Design value&nbsp;<br>recommendations for deterministic and probabilistic engineering analysis are provided with&nbsp;<br>consideration toward the information available to practitioners designing geostructural anchoring&nbsp;<br>systems. Additional discussion of the technology's long­ term corrosion resilience, its life-cycle&nbsp;<br>sustainability metrics relative to existing approaches, and its potential economic impacts is also&nbsp;<br>provided.<br><br>&nbsp;</p>]]></body>
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