<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>17</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Baghzim Hassiba, Karech Toufik, Bouzid Tayeb</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Numerical Analysis of Quasistatic Behavior of the EarthDam&amp;mdash;Case Study of the Ourkiss Dam, Algeria.</style></title><secondary-title><style face="normal" font="default" size="100%">Journal of Geotechnical Engineering</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2022</style></year></dates><urls><web-urls><url><style face="normal" font="default" size="100%">http://engineeringjournals.stmjournals.in/index.php/JoGE/index</style></url></web-urls></urls><volume><style face="normal" font="default" size="100%">8</style></volume><pages><style face="normal" font="default" size="100%">20-31</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;span class=&quot;markedContent&quot; id=&quot;page3R_mcid6&quot;&gt;&lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:120.04px;top:395.325px;18.4px;sans-serif;transform:scaleX(0.962837);&quot;&gt;The analysis of failure due to the effect of propagation of normal and reverse faults with different&lt;/span&gt; &lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:120.04px;top:415.925px;18.4px;sans-serif;transform:scaleX(0.944527);&quot;&gt;angles of inclination and by slip through the Ourkiss dam is studied numerically. The study is done &lt;/span&gt;&lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:120.04px;top:436.525px;18.4px;sans-serif;transform:scaleX(0.936348);&quot;&gt;mainly at the end of the construction and at the highes&lt;/span&gt;&lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:534.317px;top:436.525px;18.4px;sans-serif;transform:scaleX(0.939279);&quot;&gt;t water level. The non&lt;/span&gt;&lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:699.767px;top:436.525px;18.4px;sans-serif;&quot;&gt;-&lt;/span&gt;&lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:705.767px;top:436.525px;18.4px;sans-serif;transform:scaleX(0.956765);&quot;&gt;linear finite difference&lt;/span&gt; &lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:120.04px;top:457.125px;18.4px;sans-serif;transform:scaleX(0.910139);&quot;&gt;method is used considering four angles of inclination of the fault, active at the centre of the dam base.&lt;/span&gt;&lt;br role=&quot;presentation&quot;&gt;&lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:120.04px;top:477.725px;18.4px;sans-serif;transform:scaleX(0.937885);&quot;&gt;The results of the study show that the shear stress values increase with the increase of the vertical&lt;/span&gt; &lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:120.04px;top:498.525px;18.4px;sans-serif;transform:scaleX(0.936852);&quot;&gt;displacement of the imposed base in both the empty and filled dam conditions, for both normal and&lt;/span&gt; &lt;span dir=&quot;ltr&quot; role=&quot;presentation&quot; style=&quot;left:120.04px;top:519.125px;18.4px;sans-serif;transform:scaleX(0.919974);&quot;&gt;inverted faults.&lt;/span&gt;&lt;/span&gt;</style></abstract><issue><style face="normal" font="default" size="100%">3</style></issue></record></records></xml>