https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=238%2C295fi 2026-05-07T18:09:52Z Revision history for this page on the wiki MediaWiki 1.27.0-wmf.10 https://www.scipedia.com/wd/index.php?title=238,295fi&diff=221117&oldid=prev 2021-03-22T20:02:34Z

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<p>Created page with &quot; == Abstract == &lt;jats:p&gt; The natural soil used in filling the embankment of the road communications is characterized by the following factors: humidity, porosity, toughn...&quot;</p> <p><b>New page</b></p><div><br /> == Abstract ==<br /> <br /> &lt;jats:p&gt; The natural soil used in filling the embankment of the road communications is characterized by the following factors: humidity, porosity, toughness. For certain factor values that describe the soil state is distinguished a certain soil behavior under the influence of the external forces applied through static or dynamic mechanical means.&lt;/jats:p&gt; &lt;jats:p&gt;In this study are presented the numeric simulation results of the soil-compactor interaction based on the complex and nonlinear rheological model proposed by the author in the result of the elaborated doctorate thesis, that follows the real soil characteristics (elastic, dissipative and plastic) on those of the compaction equipment (with a single vibrating roll). The model was harmonised and granted in accordance with the results obtained from the processing of the experimental data. For the simulation model was used the specialized software package Matlab (Simulink, SimMechanics). The obtained results revealed the real behavior of the equipment and its action on the compacted soil.<br /> <br /> Document type: Article<br /> <br /> == Full document ==<br /> &lt;pdf&gt;Media:Draft_Content_495783152-beopen1164-2649-document.pdf&lt;/pdf&gt;<br /> <br /> <br /> == Original document ==<br /> <br /> The different versions of the original document can be found in:<br /> <br /> * [https://content.sciendo.com/downloadpdf/journals/rjti/5/2/article-p1.pdf https://content.sciendo.com/downloadpdf/journals/rjti/5/2/article-p1.pdf] under the license https://creativecommons.org/licenses/by-nc-nd<br /> <br /> * [http://content.sciendo.com/view/journals/rjti/5/2/article-p1.xml http://content.sciendo.com/view/journals/rjti/5/2/article-p1.xml],<br /> : [http://www.degruyter.com/view/j/rjti.2016.5.issue-2/rjti-2016-0044/rjti-2016-0044.pdf http://www.degruyter.com/view/j/rjti.2016.5.issue-2/rjti-2016-0044/rjti-2016-0044.pdf],<br /> : [http://dx.doi.org/10.1515/rjti-2016-0044 http://dx.doi.org/10.1515/rjti-2016-0044] under the license cc-by-nc-nd<br /> <br /> * [http://www.degruyter.com/view/j/rjti.2016.5.issue-2/rjti-2016-0044/rjti-2016-0044.xml?format=INT http://www.degruyter.com/view/j/rjti.2016.5.issue-2/rjti-2016-0044/rjti-2016-0044.xml?format=INT],<br /> : [https://doaj.org/toc/2286-2218 https://doaj.org/toc/2286-2218] under the license http://creativecommons.org/licenses/by-nc-nd/4.0<br /> <br /> * [https://content.sciendo.com/view/journals/rjti/5/2/article-p1.xml?language=en https://content.sciendo.com/view/journals/rjti/5/2/article-p1.xml?language=en],<br /> : [https://core.ac.uk/display/88050776 https://core.ac.uk/display/88050776],<br /> : [https://academic.microsoft.com/#/detail/2589721939 https://academic.microsoft.com/#/detail/2589721939]</div>

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