Verhalten von Sand unter zyklischer Beanspruchung mit ?nderung der Lastrichtung im Einfachscherversuch

机译：在循环应力下循环应力撤离负载方向的特点

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Abstract xml:lang="de">Im vorliegenden Beitrag werden die Ergebnisse experimenteller und numerischer Untersuchungen des Verformungsverhaltens von Sand unter zyklischer Beanspruchung mit Polarisations?nderung vorgestellt. Es ist bekannt, dass bei einem Polarisationswechsel die Akkumulationsrate sprunghaft ansteigt. Mit Fokussierung auf dieses Ph?nomen wurde ein umfangreiches Versuchsprogramm am Einfachscherger?t mit ver?nderbarer Lastrichtung durchgeführt. Dabei wurde die Abh?ngigkeit des Verformungsverhaltens von Amplitude, Lagerungsdichte, Normalspannung, ?nderungswinkel, Zeitpunkt der ?nderung und Variation der Amplitude detailliert untersucht. Anhand der Ergebnisse dieser Untersuchung wird ein neuer Ansatz für die Beschreibung des Polarisationswechsels in einem expliziten Akkumulationsmodell formuliert. </abstract> </span> <span class="z_kbtn z_kbtnclass hoverxs" style="display: none;">展开▼</span> </div> <div class="translation abstracttxt"> <span class="zhankaihshouqi fivelineshidden" id="abstract"> <span>机译：</span><abstract xmlns =“http://www.wileey.com/namespaces/wiley”type =“main”xml：lang =“de”> <标题类型=“main”>抽象</ title> <P XML：Lang =“de”>在目前的贡献中，介绍了阳性变化砂砂变形行为的实验性和数值研究的结果。众所周知，在偏振的变化中，累积率突然增加。重点关注这种现象，在具有电流负载方向的更简单的装置上进行了一个综合的实验程序。在这种情况下，详细研究了幅度，存储密度，常压，变化角，变化的定时和幅度的变化的定时的依赖性。基于本研究的结果，在显式累积模型中配制了对极化变化描述的新方法。</ p> </摘要> </span> <span class="z_kbtn z_kbtnclass hoverxs" style="display: none;">展开▼</span> </div> </div> <div class="record"> <h2 class="all_title" id="enpatent33" >著录项</h2> <ul> <li> <span class="lefttit">来源</span> <div style="width: 86%;vertical-align: text-top;display: inline-block;"> <a href='/journal-foreign-23495/'>《Geotechnik: Zeitschrift fuer Bodenmechanik, Erd- und Grundbau, Felsmechanik, Ingenieurgeologie, Geokunststoffe, Deponien, und Altlasten》</a> <b style="margin: 0 2px;">|</b><span>2018年第1期</span><b style="margin: 0 2px;">|</b><span>共12页</span> </div> </li> <li> <div class="author"> <span class="lefttit">作者</span> <p id="fAuthorthree" class="threelineshidden zhankaihshouqi"> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Le Viet Hung&option=202" target="_blank" rel="nofollow">Le Viet Hung;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Rackwitz Frank&option=202" target="_blank" rel="nofollow">Rackwitz Frank;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Savidis Stavros&option=202" target="_blank" rel="nofollow">Savidis Stavros;</a> </p> <span class="z_kbtnclass z_kbtnclassall hoverxs" id="zkzz" style="display: none;">展开▼</span> </div> </li> <li> <div style="display: flex;"> <span class="lefttit">作者单位</span> <div style="position: relative;margin-left: 3px;max-width: 639px;"> <div class="threelineshidden zhankaihshouqi" id="fOrgthree"> <p>Fachgebiet Grundbau und BodenmechanikTechnische Universit?t BerlinGustav‐Meyer‐Allee 25 13355 Berlin;</p> <p>Fachgebiet Grundbau und BodenmechanikTechnische Universit?t BerlinGustav‐Meyer‐Allee 25 13355 Berlin;</p> <p>Fachgebiet Grundbau und BodenmechanikTechnische Universit?t BerlinGustav‐Meyer‐Allee 25 13355 Berlin;</p> </div> <span class="z_kbtnclass z_kbtnclassall hoverxs" id="zhdw" style="display: none;">展开▼</span> </div> </div> </li> <li > <span class="lefttit">收录信息</span> <span style="width: 86%;vertical-align: text-top;display: inline-block;"></span> </li> <li> <span class="lefttit">原文格式</span> <span>PDF</span> </li> <li> <span class="lefttit">正文语种</span> <span>eng</span> </li> <li> <span class="lefttit">中图分类</span> <span><a href="https://www.zhangqiaokeyan.com/clc/165.html" title="地质学">地质学;</a></span> </li> <li class="antistop"> <span class="lefttit">关键词</span> <p style="width: 86%;vertical-align: text-top;"> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=multidirektionale Belastung&option=203" rel="nofollow">multidirektionale Belastung;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Akkumulation&option=203" rel="nofollow">Akkumulation;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=HCA‐Modell&option=203" rel="nofollow">HCA‐Modell;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=multidirectionaler Einfachscherversuch&option=203" rel="nofollow">multidirectionaler Einfachscherversuch;</a> </p> <div class="translation"> 机译：多向应力;累积;HCA模型;多向简单尝试; 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