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<oembed><version>1.0</version><provider_name>Geoengineering Research Group</provider_name><provider_url>https://carleton.ca/grg</provider_url><author_name>Geoengineering Research Group</author_name><author_url>https://carleton.ca/grg</author_url><title>Kelly Lowry - Geoengineering Research Group</title><type>rich</type><width>600</width><height>338</height><html>&lt;blockquote class="wp-embedded-content" data-secret="rJw6Bo4HvQ"&gt;&lt;a href="https://carleton.ca/grg/people/kelly-lowry/"&gt;Kelly Lowry&lt;/a&gt;&lt;/blockquote&gt;&lt;iframe sandbox="allow-scripts" security="restricted" src="https://carleton.ca/grg/people/kelly-lowry/embed/#?secret=rJw6Bo4HvQ" width="600" height="338" title="&#x201C;Kelly Lowry&#x201D; &#x2014; Geoengineering Research Group" data-secret="rJw6Bo4HvQ" frameborder="0" marginwidth="0" marginheight="0" scrolling="no" class="wp-embedded-content"&gt;&lt;/iframe&gt;&lt;script type="text/javascript"&gt;
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</html><thumbnail_url>https://carleton.ca/grg/wp-content/uploads/sites/153/Kelly-Lowry-GRG-Photo.jpg</thumbnail_url><thumbnail_width>560</thumbnail_width><thumbnail_height>560</thumbnail_height><description>Kelly works on load transfer of Fiber-Reinforced Polymer (FRP) piles in different soil conditions. He has developed a numerical model using ABAQUS to simulate load transfer and settlement behaviour of hollow FRP tubes under axial and lateral loads. The developed model is verified using interface shear tests and pile load testis on model FRP piles [&hellip;]</description></oembed>
