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<p>Scipediacontent moved page <a href="/public/Draft_Content_597495407" class="mw-redirect" title="Draft Content 597495407">Draft Content 597495407</a> to <a href="/public/Kraft_et_al_2018a" title="Kraft et al 2018a">Kraft et al 2018a</a></p> <table class="diff diff-contentalign-left" data-mw="interface"> <tr style='vertical-align: top;' lang='en'> <td colspan='1' style="background-color: white; color:black; text-align: center;">← Older revision</td> <td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 18:26, 1 February 2021</td> </tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div> </td></tr></table>

Scipediacontent https://www.scipedia.com/wd/index.php?title=Kraft_et_al_2018a&diff=196520&oldid=prev 2021-02-01T18:26:50Z

<p>Created page with &quot; == Abstract == The paper discusses the effect of the amount and particle size of rubber on the properties of rubber-modified&lt;br&gt; bitumen. Therefore, rubber-modified bitumen...&quot;</p> <p><b>New page</b></p><div><br /> == Abstract ==<br /> <br /> The paper discusses the effect of the amount and particle size of rubber on the properties of rubber-modified&lt;br&gt; bitumen. Therefore, rubber-modified bitumen with rubber contents of 10, 15 and 20 % and a variation of the&lt;br&gt; particle size from small (0.4 mm) to middle (0.8 mm) and up to big (1.0 mm) were prepared in laboratory by using&lt;br&gt; a paving bitumen 50/70 as reference bitumen. Additionally, a polymer-modified bitumen (PmB 25/55-55), which&lt;br&gt; is commonly used in asphalt wearing and binder courses, was involved in the investigations to verify the&lt;br&gt; modification states. Different laboratory tests were conducted to evaluate the influence of the selected rubber&lt;br&gt; particles. At first, the impact of the rubber modifications on conventional bitumen tests are presented. Furthermore,&lt;br&gt; DSR tests were conducted to determine performance related bitumen properties. DSR results have also been used&lt;br&gt; to determine the rutting susceptibility. In addition, the binders were rated to their fatigue damage resistance by&lt;br&gt; applying repeated load cycles using the DSR test device as well. Following, the paper gives recommendations in&lt;br&gt; terms of the use of rubber-modified binders for asphalt pavements.<br /> <br /> <br /> == Original document ==<br /> <br /> The different versions of the original document can be found in:<br /> <br /> * [https://zenodo.org/record/1441162 https://zenodo.org/record/1441162] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode<br /> <br /> * [https://zenodo.org/record/1441162 https://zenodo.org/record/1441162],<br /> : [http://dx.doi.org/10.5281/zenodo.1441161 http://dx.doi.org/10.5281/zenodo.1441161] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode<br /> <br /> * [https://zenodo.org/record/1441162 https://zenodo.org/record/1441162],<br /> : [http://dx.doi.org/10.5281/zenodo.1441162 http://dx.doi.org/10.5281/zenodo.1441162] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode<br /> <br /> <br /> <br /> DOIS: 10.5281/zenodo.1441162 10.5281/zenodo.1441161</div>

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