Materials /center/ciest/ en Seismic Evaluation of Hazard-Resistant Lifelines: Fusible PVC Pipe and Fittings /center/ciest/2024/07/18/seismic-evaluation-hazard-resistant-lifelines-fusible-pvc-pipe-and-fittings <span>Seismic Evaluation of Hazard-Resistant Lifelines: Fusible PVC Pipe and Fittings</span> <span><span>Anonymous (not verified)</span></span> <span><time datetime="2024-07-18T11:03:45-06:00" title="Thursday, July 18, 2024 - 11:03">Thu, 07/18/2024 - 11:03</time> </span> <div> <div class="imageMediaStyle focal_image_wide"> <img loading="lazy" src="/center/ciest/sites/default/files/styles/focal_image_wide/public/article-thumbnail/img_4437.jpg?h=37d605da&amp;itok=uKBZkc2e" width="1200" height="600" alt="thumbafter"> </div> </div> <div role="contentinfo" class="container ucb-article-categories" itemprop="about"> <span class="visually-hidden">Categories:</span> <div class="ucb-article-category-icon" aria-hidden="true"> <i class="fa-solid fa-folder-open"></i> </div> <a href="/center/ciest/taxonomy/term/127"> Materials </a> <a href="/center/ciest/taxonomy/term/12"> Projects </a> <a href="/center/ciest/taxonomy/term/24"> research </a> </div> <div role="contentinfo" class="container ucb-article-tags" itemprop="keywords"> <span class="visually-hidden">Tags:</span> <div class="ucb-article-tag-icon" aria-hidden="true"> <i class="fa-solid fa-tags"></i> </div> <a href="/center/ciest/taxonomy/term/121" hreflang="en">Full Scale Testing</a> <a href="/center/ciest/taxonomy/term/16" hreflang="en">Geotechnical</a> <a href="/center/ciest/taxonomy/term/120" hreflang="en">Lifeline Systems</a> <a href="/center/ciest/taxonomy/term/119" hreflang="en">Polyvinyl Chloride</a> <a href="/center/ciest/taxonomy/term/115" hreflang="en">Projects</a> <a href="/center/ciest/taxonomy/term/97" hreflang="en">Reports</a> <a href="/center/ciest/taxonomy/term/14" hreflang="en">Research</a> <a href="/center/ciest/taxonomy/term/118" hreflang="en">Seismic Design</a> <a href="/center/ciest/taxonomy/term/122" hreflang="en">iPVC</a> </div> <div class="ucb-article-content ucb-striped-content"> <div class="container"> <div class="paragraph paragraph--type--article-content paragraph--view-mode--default"> <div class="ucb-article-content-media ucb-article-content-media-above"> <div> <div class="paragraph paragraph--type--media paragraph--view-mode--default"> <div> <div class="imageMediaStyle large_image_style"> <img loading="lazy" src="/center/ciest/sites/default/files/styles/large_image_style/public/article-image/halfway_1.png?itok=71CVDSf5" width="1500" height="455" alt="half"> </div> </div> </div> </div> </div> <div class="ucb-article-text d-flex align-items-center" itemprop="articleBody"> <div><p><strong>Project Title:</strong>&nbsp; Seismic Evaluation of Hazard-Resistant Lifelines: Fusible PVC Pipe and Fittings</p><p><strong>Industry Partners:</strong> Aegion Corportation - Underground Solutions Inc.&nbsp;</p><p><strong>CIEST Personnel:</strong>&nbsp;Cory Ihnotic,&nbsp; Jessica Ramos, D.K Anderson, David Balcells</p><p><strong>Primary Investigator:</strong>&nbsp;Prof. Brad Wham&nbsp;</p><p><strong>Year:</strong>&nbsp;2021</p><p><strong>Project Summary:</strong>&nbsp;The intent of this study is to impose external loading conditions to test specimens that are representative of the significant deformations possible during earthquake-induced ground motions such as landsliding, fault rupture, and liquefaction-induced lateral spreading, characterizing the pipeline system capacity. This testing program seeks to define the seismic response of fusible PVC (fPVC) pipeline systems with both fused connections and external couplings, illustrating procedures and best practices for conducting full-scale tests and interpreting laboratory results. Thirteen large-scale tests were performed on 6-in. diameter DR18 (PC235) fusible PVC pipe (C900) with three different connection types. Test specimens were subjected to tension, compression, cyclic, and four point bending tests, determining the ultimate load capacity for each system in both axial and transverse directions.&nbsp;</p><p>Link to report: <a href="/center/ciest/sites/default/files/attached-files/240724_ciest-ugs_fusible_report_to_be_published.pdf" rel="nofollow"><strong>/center/ciest/sites/default/files/attached-files/240724_ciest-ugs_fusible_report_to_be_published.pdf</strong></a></p><p>&nbsp;</p><p>&nbsp;</p></div> </div> </div> </div> </div> <div>The intent of this study is to impose external loading conditions to test specimens that are representative of the significant deformations possible during earthquake-induced ground motions such as landsliding, fault rupture, and liquefaction-induced lateral spreading, characterizing the pipeline system capacity.</div> <h2> <div class="paragraph paragraph--type--ucb-related-articles-block paragraph--view-mode--default"> <div>Off</div> </div> </h2> <div>Traditional</div> <div>0</div> <div>On</div> <div>White</div> Thu, 18 Jul 2024 17:03:45 +0000 Anonymous 308 at /center/ciest Reinforced Concrete Student Project /center/ciest/2024/03/03/reinforced-concrete-student-project <span>Reinforced Concrete Student Project</span> <span><span>Anonymous (not verified)</span></span> <span><time datetime="2024-03-03T13:06:45-07:00" title="Sunday, March 3, 2024 - 13:06">Sun, 03/03/2024 - 13:06</time> </span> <div> <div class="imageMediaStyle focal_image_wide"> <img loading="lazy" src="/center/ciest/sites/default/files/styles/focal_image_wide/public/article-thumbnail/full_frontal_edit.jpg?h=89a18db5&amp;itok=JgwI7zzM" width="1200" height="600" alt="full_frontal_thumbnail"> </div> </div> <div role="contentinfo" class="container ucb-article-categories" itemprop="about"> <span class="visually-hidden">Categories:</span> <div class="ucb-article-category-icon" aria-hidden="true"> <i class="fa-solid fa-folder-open"></i> </div> <a href="/center/ciest/taxonomy/term/126"> Instruction </a> <a href="/center/ciest/taxonomy/term/127"> Materials </a> <a href="/center/ciest/taxonomy/term/12"> Projects </a> <a href="/center/ciest/taxonomy/term/128"> Seismic Design </a> </div> <div class="ucb-article-content ucb-striped-content"> <div class="container"> <div class="paragraph paragraph--type--article-content paragraph--view-mode--default"> <div class="ucb-article-content-media ucb-article-content-media-above"> <div> <div class="paragraph paragraph--type--media paragraph--view-mode--default"> <div> <div class="imageMediaStyle large_image_style"> <img loading="lazy" src="/center/ciest/sites/default/files/styles/large_image_style/public/article-image/full_frontal_edit.jpg?itok=RyX3NtPj" width="1500" height="1125" alt="Front_face"> </div> </div> </div> </div> </div> <div class="ucb-article-text d-flex align-items-center" itemprop="articleBody"> <div><p><strong>Project Title: </strong>Reinforced Concrete student project</p> <p><strong>Participants:</strong> Prof. Abbie Liel, CIEST</p> <p><strong>Year:</strong> 2024</p> <p><strong>Summary:</strong></p> <p>In this experiment, undergraduate students in Prof. Abbie Liel's class, analyze the failure modes of concrete. Using the biaxial frame, a hydraulic actuator capible of exerting a 110kip or 110,000lb of force vertically, the students investigated the failures of two reinforced concrete beams. This was illustrated with two beams, a 5.5"x8"x45'' block of concrete with 3/8" diameter rebar positioned parellel to the faces of the concrete block as well as 1/2" diameter rebar positioned axially,&nbsp; and a 5.5"x8"x69'' concrete beam, with rebar placed in the same manner. According to several students, seeing both failures upclose solidified the notions of shear and moment/bend failures.</p> <p>Video of one of the failures: <a href="https://youtu.be/nDULxJ5v1JQ" rel="nofollow">https://youtu.be/nDULxJ5v1JQ</a>.</p></div> </div> </div> </div> </div> <h2> <div class="paragraph paragraph--type--ucb-related-articles-block paragraph--view-mode--default"> <div>Off</div> </div> </h2> <div>Traditional</div> <div>0</div> <div>On</div> <div>White</div> Sun, 03 Mar 2024 20:06:45 +0000 Anonymous 299 at /center/ciest