Damage Evolution of Underground Structural Reinforced Concrete Small-Scale Static-Loading Experiments

<!DOCTYPE html> <html lang="en" dir="ltr"> <head>  <script async src="https://www.googletagmanager.com/gtag/js?id=G-P63WKM1TM1"></script> <script> window.dataLayer = window.dataLayer || []; function gtag(){dataLayer.push(arguments);} gtag('js', new Date()); gtag('config', 'G-P63WKM1TM1'); </script>  <script type="text/javascript" > (function(m,e,t,r,i,k,a){m[i]=m[i]||function(){(m[i].a=m[i].a||[]).push(arguments)}; m[i].l=1*new Date(); for (var j = 0; j < document.scripts.length; j++) {if (document.scripts[j].src === r) { return; }} k=e.createElement(t),a=e.getElementsByTagName(t)[0],k.async=1,k.src=r,a.parentNode.insertBefore(k,a)}) (window, document, "script", "https://mc.yandex.ru/metrika/tag.js", "ym"); ym(55165297, "init", { clickmap:false, trackLinks:true, accurateTrackBounce:true, webvisor:false }); </script> <noscript><div><img src="https://mc.yandex.ru/watch/55165297" style="position:absolute; left:-9999px;" alt="" /></div></noscript>    <title>Damage Evolution of Underground Structural Reinforced Concrete Small-Scale Static-Loading Experiments</title> <meta name="description" content="Damage Evolution of Underground Structural Reinforced Concrete Small-Scale Static-Loading Experiments"> <meta name="keywords" content="Soil-Structure Interaction, RC pile, RC Tunnel"> <meta name="viewport" content="width=device-width, initial-scale=1, minimum-scale=1, maximum-scale=1, user-scalable=no"> <meta charset="utf-8"> <meta name="citation_title" content="Damage Evolution of Underground Structural Reinforced Concrete Small-Scale Static-Loading Experiments"> <meta name="citation_author" content="Ahmed Mohammed Youssef Mohammed"> <meta name="citation_author" content="Mohammad Reza Okhovat"> <meta name="citation_author" content="Koichi Maekawa"> <meta name="citation_publication_date" content="2012/01/28"> <meta name="citation_journal_title" content="International Journal of Civil and Environmental Engineering"> <meta name="citation_volume" content="6"> <meta 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href="https://publications.waset.org/search?q=Ahmed%20Mohammed%20Youssef%20Mohammed">Ahmed Mohammed Youssef Mohammed</a>, <a href="https://publications.waset.org/search?q=Mohammad%20Reza%20Okhovat"> Mohammad Reza Okhovat</a>, <a href="https://publications.waset.org/search?q=Koichi%20Maekawa"> Koichi Maekawa</a> </p> <p class="card-text"><strong>Abstract:</strong></p> Small-scale RC models of both piles and tunnel ducts were produced as mockups of reality and loaded under soil confinement conditionsto investigate the damage evolution of structural RC interacting with soil. Experimental verifications usinga 3D nonlinear FE analysis program called COM3D, which was developed at the University of Tokyo, are introduced. This analysis has been used in practice for seismic performance assessment of underground ducts and in-ground LNG storage tanks in consideration of soil-structure interactionunder static and dynamic loading. Varying modes of failure of RCpilessubjected to different magnitudes of soil confinement were successfully reproduced in the proposed small-scale experiments and numerically simulated as well. Analytical simulation was applied to RC tunnel mockups under a wide variety of depth and soil confinement conditions, and reasonable matching was confirmed. <iframe src="https://publications.waset.org/11967.pdf" style="width:100%; height:400px;" frameborder="0"></iframe> <p class="card-text"><strong>Keywords:</strong> <a href="https://publications.waset.org/search?q=Soil-Structure%20Interaction" title="Soil-Structure Interaction">Soil-Structure Interaction</a>, <a href="https://publications.waset.org/search?q=RC%20pile" title=" RC pile"> RC pile</a>, <a href="https://publications.waset.org/search?q=RC%20Tunnel" title=" RC Tunnel"> RC Tunnel</a> </p> <p class="card-text"><strong>Digital Object Identifier (DOI):</strong> <a href="https://doi.org/10.5281/zenodo.1078277" target="_blank">doi.org/10.5281/zenodo.1078277</a> </p> <a href="https://publications.waset.org/11967/damage-evolution-of-underground-structural-reinforced-concrete-small-scale-static-loading-experiments" class="btn btn-primary btn-sm">Procedia</a> <a href="https://publications.waset.org/11967/apa" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">APA</a> <a href="https://publications.waset.org/11967/bibtex" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">BibTeX</a> <a href="https://publications.waset.org/11967/chicago" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">Chicago</a> <a href="https://publications.waset.org/11967/endnote" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">EndNote</a> <a href="https://publications.waset.org/11967/harvard" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">Harvard</a> <a href="https://publications.waset.org/11967/json" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">JSON</a> <a href="https://publications.waset.org/11967/mla" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">MLA</a> <a href="https://publications.waset.org/11967/ris" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">RIS</a> <a href="https://publications.waset.org/11967/xml" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">XML</a> <a href="https://publications.waset.org/11967/iso690" target="_blank" rel="nofollow" class="btn btn-primary btn-sm">ISO 690</a> <a href="https://publications.waset.org/11967.pdf" target="_blank" class="btn btn-primary btn-sm">PDF</a> <span class="bg-info text-light px-1 py-1 float-right rounded"> Downloads <span class="badge badge-light">2286</span> </span> <p class="card-text"><strong>References:</strong></p> <br>[1] Hamada, M.(1992). "Large ground deformations and their effects on lifelines: 1964Niigata earthquake. Case studies of liquefaction and lifelines performance during past earthquakes," Technical Report NCEER-92-0001, Volume 1, Japanese Case Studies, National Centre for Earthquake Engineering Research. Buffalo, NY. <br>[2] EERI (2010). "The Mw 7.0 Haiti Earthquake of January 12, 2010," Report 1, Special Earthquake Report, Earthquake Engineering Research Institute. <br>[3] Wilson, D. W. (1998) "Soil-pile-superstructure interaction in liquefying sand and soft clay," PhD thesis, University of California, Davis, CA. <br>[4] Towhata, I. (2008). "Geotechnical Earthquake Engineering," Springer, Germany. <br>[5] Maekawa, K., Pimanmas, A. and Okamura, H. (2003). "Nonlinear Mechanics of Reinforced Concrete," Spon Press, London. <br>[6] Maki, T., Maekawa, K., and Mutsuyoshi, H. (2005). "RC pile-soil interaction analysis using a 3D-finite element method with fiber theory-based beam elements," Earthquake Engineering and Structural Dynamics, 99, 1-26. <br>[7] Tuladhar, R., Maki, T., and Mutsuyoshi, H. (2008). "Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil," Earthquake Engineering and Structural Dynamics, 37, 43-59. <br>[8] Okhovat, M. R., and Maekawa, K.(2009) " Damage control of underground RC structures subjected to service and seismic loads," PhD thesis, University of Tokyo. <br>[9] Kato, B. (1979). "Mechanical properties of steel under load cycles idealizing seismic action," CEB Bulletin D-Information, 131, 7-27. <br>[10] Towhata, I. and Ishihara, K. (1985) "Modeling soil behaviors under principal stress axes rotation," 5th Int. Conf. on Numerical Method in Geomechanics, Nagoya, 523-30. <br>[11] Masing, G.(1926 )"Eigenspannungen and VerfestigungBeim Messing," Proc. of Second International Congress of Applied Mechanics, 332, Zurich. <br>[12] Konagai, K., Yin, Y., and Murono, Y. (2003) "Single beam analogy for describing soil-pile group interaction," Soil Dynamics and Earthquake Engineering, 23, 213-221. <br>[13] Maekawa, K. and An, X. (2000). "Shear failure and ductility of RC columns after yielding of main reinforcement," Engineering Fracture Mechanics, 65, 335-368. <br>[14] Li, B., Maekawa, K. and Okamura, H. (1989). "Contact density model for stress transfer across crack in concrete," Journal of Faculty of Engineering, University of Tokyo (B), 40(1), 9-52. <br>[15] Nam, S. H., Songa, H. W., Byuna, K. J., Maekawa, K. (2006)" Seismic analysis of undergroundreinforced concrete structures consideringelasto-plastic interface element with thickness,"Engineering Structures, 28, 1122-1131. </div> </div> </div> </main> <footer> <div id="infolinks" class="pt-3 pb-2"> <div class="container"> <div style="background-color:#f5f5f5;" class="p-3"> <div class="row"> <div class="col-md-2"> <ul class="list-unstyled"> About <li><a href="https://waset.org/page/support">About Us</a></li> <li><a href="https://waset.org/page/support#legal-information">Legal</a></li> <li><a target="_blank" rel="nofollow" href="https://publications.waset.org/static/files/WASET-16th-foundational-anniversary.pdf">WASET celebrates its 16th foundational anniversary</a></li> </ul> </div> <div class="col-md-2"> <ul class="list-unstyled"> Account <li><a href="https://waset.org/profile">My Account</a></li> </ul> </div> <div class="col-md-2"> <ul class="list-unstyled"> Explore <li><a href="https://waset.org/disciplines">Disciplines</a></li> <li><a href="https://waset.org/conferences">Conferences</a></li> <li><a href="https://waset.org/conference-programs">Conference Program</a></li> <li><a href="https://waset.org/committees">Committees</a></li> <li><a href="https://publications.waset.org">Publications</a></li> </ul> </div> <div class="col-md-2"> <ul class="list-unstyled"> Research <li><a href="https://publications.waset.org/abstracts">Abstracts</a></li> <li><a href="https://publications.waset.org">Periodicals</a></li> <li><a href="https://publications.waset.org/archive">Archive</a></li> </ul> </div> <div class="col-md-2"> <ul class="list-unstyled"> Open Science <li><a target="_blank" rel="nofollow" href="https://publications.waset.org/static/files/Open-Science-Philosophy.pdf">Open Science Philosophy</a></li> <li><a target="_blank" rel="nofollow" href="https://publications.waset.org/static/files/Open-Science-Award.pdf">Open Science Award</a></li> <li><a target="_blank" rel="nofollow" href="https://publications.waset.org/static/files/Open-Society-Open-Science-and-Open-Innovation.pdf">Open Innovation</a></li> <li><a target="_blank" rel="nofollow" href="https://publications.waset.org/static/files/Postdoctoral-Fellowship-Award.pdf">Postdoctoral Fellowship Award</a></li> <li><a target="_blank" rel="nofollow" href="https://publications.waset.org/static/files/Scholarly-Research-Review.pdf">Scholarly Research Review</a></li> </ul> </div> <div class="col-md-2"> <ul class="list-unstyled"> Support <li><a href="https://waset.org/page/support">Support</a></li> <li><a href="https://waset.org/profile/messages/create">Contact Us</a></li> <li><a href="https://waset.org/profile/messages/create">Report Abuse</a></li> </ul> </div> </div> </div> </div> </div> <div class="container text-center"> <hr style="margin-top:0;margin-bottom:.3rem;"> <a href="https://creativecommons.org/licenses/by/4.0/" target="_blank" class="text-muted small">Creative Commons Attribution 4.0 International License</a> <div id="copy" class="mt-2">© 2024 World Academy of Science, Engineering and Technology</div> </div> </footer> <a href="javascript:" id="return-to-top"><i class="fas fa-arrow-up"></i></a> <div class="modal" id="modal-template"> <div class="modal-dialog"> <div class="modal-content"> <div class="row m-0 mt-1"> <div class="col-md-12"> <button type="button" class="close" data-dismiss="modal" aria-label="Close"><span aria-hidden="true">×</span></button> </div> </div> <div class="modal-body"></div> </div> </div> </div> <script src="https://cdn.waset.org/static/plugins/jquery-3.3.1.min.js"></script> <script src="https://cdn.waset.org/static/plugins/bootstrap-4.2.1/js/bootstrap.bundle.min.js"></script> <script src="https://cdn.waset.org/static/js/site.js?v=150220211556"></script> <script> jQuery(document).ready(function() { /*jQuery.get("https://publications.waset.org/xhr/user-menu", function (response) { jQuery('#mainNavMenu').append(response); });*/ jQuery.get({ url: "https://publications.waset.org/xhr/user-menu", cache: false }).then(function(response){ jQuery('#mainNavMenu').append(response); }); }); </script> </body> </html>

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Damage Evolution of Underground Structural Reinforced Concrete Small-Scale Static-Loading Experiments