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  <title><![CDATA[Phd Defense by Georgene Malone Geary]]></title>
  <body><![CDATA[<p><strong>School of Civil and Environmental Engineering</strong></p>

<p>&nbsp;</p>

<p><strong>Ph.D. Thesis Defense Announcement</strong></p>

<p>&nbsp;</p>

<p>A Spatial and Temporal 3D Slab-Based Methodology for Concrete Pavement Management</p>

<p><strong>&nbsp;</strong></p>

<p><strong>By</strong></p>

<p>Georgene Malone Geary</p>

<p>&nbsp;</p>

<p><strong>Advisor:</strong></p>

<p>&nbsp;</p>

<p>Dr. Yi-Chang (James) Tsai (CEE)</p>

<p><strong>&nbsp;</strong></p>

<p><strong>Committee Members:</strong></p>

<p>&nbsp;</p>

<p>Dr. James Lai (CEE), Dr. Adjo Amekudzi-Kennedy (CEE), Dr. Kimberly Kurtis (CEE), Dr. Steven French(CoD), Dr. Michael Darter(CEE, University of Illinois, Champaign-Urbana)</p>

<p>&nbsp;</p>

<p><strong>Date &amp; Time:</strong> Monday,&nbsp;November&nbsp;4th,&nbsp;2019,&nbsp;at&nbsp;9:00&nbsp;AM</p>

<p><strong>Location:</strong> Sustainable&nbsp;Education&nbsp;Building&nbsp;(SEB),&nbsp;Room&nbsp;122</p>

<p>&nbsp;</p>

<p><strong>Date &amp; Time:</strong> Monday,&nbsp;November&nbsp;4th,&nbsp;2019,&nbsp;at&nbsp;9:30&nbsp;AM</p>

<p><strong>Location:</strong> Sustainable&nbsp;Education&nbsp;Building&nbsp;(SEB),&nbsp;Room&nbsp;122</p>

<p>Management of cracking in jointed plain concrete (JPC) pavement assets is currently monitored at the Federal level using a value of percent transverse cracked slabs per 0.1 mile. &nbsp;This indicator does not provide sufficient information related to the asset to make informed decisions on the remaining life and subsequent investment needed to maintain JPC pavements. &nbsp;With over 20 State DOTs now collecting 3D pavement data using 3D laser technology, the opportunity exists to develop a more robust method to manage and evaluate JPC pavements using this relatively new technology.<br />
&nbsp; &nbsp;This dissertation presents a novel 3D Slab-Based Methodology, using 3D pavement data for improved management of JPC pavements. &nbsp; The proposed methodology consists of four modules: 1) slab states module with high granularity and finer severity classification that enables us to make more accurate and reliable Maintenance, Rehabilitation and Reconstruction (MR&amp;R) decisions that could not be achieved previously, 2) a fundamental spatial-temporal analysis module which incorporates the importance of cracking orientation, 3) Kernel Density (KD) smoothing-based crack patterns to visualize and spatially analyze crack severity patterns in multiple scales (e.g. 0.1 mile or 1 miles), and 4) Remaining Service Life (RSL)-based cracking behavior to predict the remaining pavement life more reliably. &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;<br />
&nbsp; &nbsp; &nbsp;The methodology is validated using case studies of three different categories of Georgia JPC pavements. The validation shows that the methodology provides a valuable means to study the insight of crack deterioration behavior for making informed MR&amp;R decisions by leveraging the 3D pavement data that has become widely available. &nbsp;The 3D Slab-Based Methodology is a more robust condition assessment tool that provides an immense amount of information as compared to the existing evaluation method.&nbsp;<br />
&nbsp;</p>
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