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Effect of hydraulic hysteresis on dynamic response of unsaturated soils | E3S Web of Conferences

<!DOCTYPE html> <html xml:lang="en-gb" lang="en-gb" dir="ltr"> <head> <meta name="viewport" content="width=device-width, initial-scale=1.0, shrink-to-fit=no"> <base href="https://www.e3s-conferences.org/articles/e3sconf/abs/2016/04/e3sconf_eunsat2016_08013/e3sconf_eunsat2016_08013.html" /> <meta http-equiv="content-type" content="text/html; charset=utf-8" /> <meta name="keywords" content="conference, proceedings, environment, energy, earth sciences" /> <meta name="robots" content="index, follow, noarchive" /> <meta name="description" content="E3S Web of Conferences, open access proceedings in environment, energy and earth sciences" /> <title>Effect of hydraulic hysteresis on dynamic response of unsaturated soils | E3S Web of Conferences</title> <link rel="stylesheet" href="/libraries/jquery/jquery.multiselect.css" type="text/css" /> <link rel="stylesheet" href="/libraries/jquery/jquery.qtip/jquery.qtip.min.css" type="text/css" /> <link rel="stylesheet" href="/libraries/jquery/jquery.magnific-popup.css" type="text/css" /> <link rel="stylesheet" href="/p/jquery.php/ui/1.12.0/themes/base/jquery-ui.css" type="text/css" /> <link rel="stylesheet" href="/templates/template1/css/com_article.css" type="text/css" /> <link rel="stylesheet" href="/templates/template1/css/com_article_hljs_github.min.css" type="text/css" /> <link rel="stylesheet" href="/templates/template1/css/mod_article_bookmarking.css" type="text/css" /> <link rel="stylesheet" href="/templates/template1/css/mod_solr.css" type="text/css" /> <script src="/p/jquery.php/jquery-3.1.0.min.js" type="text/javascript"></script> <script src="/plugins/system/jqueryeasy/jquerynoconflict.js" type="text/javascript"></script> <script src="/p/jquery.php/ui/1.12.0/jquery-ui.min.js" type="text/javascript"></script> <script src="/libraries/jquery/jquery.multiselect.min.js" type="text/javascript"></script> <script src="/libraries/jquery/jquery.qtip/jquery.qtip.min.js" type="text/javascript"></script> <script src="/libraries/jquery/jquery.magnific-popup.min.js" type="text/javascript"></script> <script src="https://www.e3s-conferences.org/components/com_article/assets/js/highlight/highlight.min.js" type="text/javascript"></script> <script src="https://www.e3s-conferences.org/components/com_article/assets/js/article.js" type="text/javascript"></script> <script src="https://www.e3s-conferences.org/components/com_article/assets/js/highlight/highlight.js" type="text/javascript"></script> <script src="https://www.googletagmanager.com/gtag/js?id=G-S2LKMZBHJL" type="text/javascript"></script> <script src="/modules/mod_article_bookmarking/assets/js/bookmarking.js" type="text/javascript"></script> <script src="/libraries/jquery/jquery.autocomplete.js" type="text/javascript"></script> <script type="text/javascript"> var ARTICLE_CLICK_VIEW = "Click to view fullscreen"; var ARTICLE_CLICK_HIDE = "Click anywhere to hide the fullscreen overlay"; var ARTICLE_CLICK_MOVIE = "Click to play the movie"; var COM_ARTICLE_DISPLAY_EQUATION_AS = "Display equations as"; var COM_ARTICLE_COPY_IN_CLIPBOARD = "LaTeX copied in clipboard!"; const MATHML_DISPLAY = "disabled"; window.dataLayer = window.dataLayer || []; function gtag() {dataLayer.push(arguments);} gtag('js', new Date()); gtag('config', 'G-S2LKMZBHJL', { 'edpsname': 'e3sconf', 'site_name': 'E3S Web of Conferences', 'plateform': 'journal', 'plateform_type': 'edp', 'server_host': 'ovh-france' });gtag('config', 'G-T31R1Y0Q64', { 'edpsname': 'e3sconf', 'site_name': 'E3S Web of Conferences', 'plateform': 'journal', 'plateform_type': 'edp', 'server_host': 'ovh-france' });gtag('config', 'user_properties', { 'edpsname': 'e3sconf', 'site_name': 'E3S Web of Conferences', 'plateform': 'journal', 'plateform_type': 'edp', 'server_host': 'ovh-france' }); </script> <link title="schema(PRISM)" rel="schema.prism" href="http://prismstandard.org/namespaces/1.2/basic/"> <meta name="citation_journal_title" content="E3S Web of Conferences"> <meta name="citation_journal_abbrev" content="E3S Web Conf."> <meta name="citation_publisher" content="EDP Sciences"> <meta name="citation_author" content="B. 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Alipour Esgandani"> <meta name="citation_author_institution" content="School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia"> <meta name="citation_title" content="Effect of hydraulic hysteresis on dynamic response of unsaturated soils"> <meta name="citation_online_date" content="2016/09/12"> <meta name="citation_publication_date" content="2016"> <meta name="citation_volume" content="9"> <meta name="citation_firstpage" content="08013"> <meta name="citation_doi" content="10.1051/e3sconf/20160908013"> <meta name="citation_abstract_html_url" content="https://www.e3s-conferences.org/articles/e3sconf/abs/2016/04/e3sconf_eunsat2016_08013/e3sconf_eunsat2016_08013.html"> <meta name="citation_pdf_url" content="https://www.e3s-conferences.org/articles/e3sconf/pdf/2016/04/e3sconf_eunsat2016_08013.pdf"> <meta name="citation_issn" content="2267-1242"> <meta name="citation_language" content="en"> <meta name="citation_article_type" content="Research Article"> <meta name="citation_abstract" lang="en" content="Starting from the conservation laws, field equations governing the dynamic behaviour of unsaturated soils are presented. 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Shahbodagh</span><sup>a</sup>, <span id="e3sconf_eunsat2016_08013-author-2" data-url="/component/author/?dkey=10.1051/e3sconf/20160908013&amp;n=2" class="author">N. Khalili</span> and <span id="e3sconf_eunsat2016_08013-author-3" data-url="/component/author/?dkey=10.1051/e3sconf/20160908013&amp;n=3" class="author">G. Alipour Esgandani</span></p></div> <p class="aff">School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia <br></p> <p class="corresp"><sup>a</sup> Corresponding author: <a href="mailto:b.shahbodagh@unsw.edu.au">b.shahbodagh@unsw.edu.au</a><br></p> <p class="history"></p> <p class="bold"><a name="abs"></a>Abstract</p> <p>Starting from the conservation laws, field equations governing the dynamic behaviour of unsaturated soils are presented. The coupling between solid and fluid phases is enforced according to the effective stress principle taking suction dependency and volume change of the effective stress parameters into account. The hydraulic hysteresis is accounted for through the effective stress parameter and the soil water characteristic curve. The spatial discretization of the governing equations is achieved using finite element method, whereas the time integration is conducted using the Newmark scheme. The numerical results are then presented, and the effect of hydraulic hysteresis on dynamic response of unsaturated soils is particularly emphasized.</p> </div> <p><i>&#169; The Authors, published by EDP Sciences, 2016</i></p> <div class="license"> <p><a rel="license" href="http://creativecommons.org/licenses/by/4.0/"><img alt="Licence Creative Commons" src="https://i.creativecommons.org/l/by/4.0/88x31.png"></a>This is an Open Access article distributed under the terms of the <a href="http://creativecommons.org/licenses/by/4.0/" target="_blank">Creative Commons Attribution License 4.0</a>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</p> </div> </div> </div> <div id="metrics-tabs" data-doi="10.1051/e3sconf/20160908013" data-edps_ref="e3sconf_eunsat2016_08013"> <nav class="toolbar"> <button class="toolbar-item" id="metrics-siq">Current usage metrics</button> <button class="toolbar-item" id="info">About article metrics</button> <button class="toolbar-item" id="return">Return to article</button> </nav> <div class="panel" data-for="metrics-siq"> </div> <div class="panel" data-for="metrics-alm"></div> <div class="panel" data-for="info"> <p>Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.</p> <p>Data correspond to usage on the plateform after 2015. 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