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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>FRP piles - Geoengineering Research Group</title><type>rich</type><width>600</width><height>338</height><html>&lt;blockquote class="wp-embedded-content" data-secret="y5OnVoOGPv"&gt;&lt;a href="https://carleton.ca/grg/projects/220-2/"&gt;FRP piles&lt;/a&gt;&lt;/blockquote&gt;&lt;iframe sandbox="allow-scripts" security="restricted" src="https://carleton.ca/grg/projects/220-2/embed/#?secret=y5OnVoOGPv" width="600" height="338" title="&#x201C;FRP piles&#x201D; &#x2014; Geoengineering Research Group" data-secret="y5OnVoOGPv" 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><description>Innovative FRP piles for seismic resistant design The project investigates the performance of fibre reinforced polymer (FRP) piles in clayey soils to evaluate the load transfer mechanisms, bond strength, and modes of failure under monotonic/cyclic axial and lateral loads. The FRP/soil interface properties are determined using shear box tests. FRP shells with different dimensions are [&hellip;]</description><thumbnail_url>https://carleton.ca/grg/wp-content/uploads/sites/153/equipment2.png</thumbnail_url><thumbnail_width>333</thumbnail_width><thumbnail_height>426</thumbnail_height></oembed>
