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		<id>https://www.scipedia.com/wd/index.php?action=history&amp;feed=atom&amp;title=Kotousova_et_al_2018a</id>
		<title>Kotousova et al 2018a - Revision history</title>
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		<updated>2026-04-30T19:50:44Z</updated>
		<subtitle>Revision history for this page on the wiki</subtitle>
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		<id>https://www.scipedia.com/wd/index.php?title=Kotousova_et_al_2018a&amp;diff=193392&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 225125572 to Kotousova et al 2018a</title>
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				<updated>2021-01-28T19:08:04Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_225125572&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 225125572&quot;&gt;Draft Content 225125572&lt;/a&gt; to &lt;a href=&quot;/public/Kotousova_et_al_2018a&quot; title=&quot;Kotousova et al 2018a&quot;&gt;Kotousova et al 2018a&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 19:08, 28 January 2021&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
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		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Kotousova_et_al_2018a&amp;diff=193391&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot; == Abstract ==  The ongoing discussion spanning over 20 years in Europe, along with continuous development of solutions and&lt;br&gt; additives, has led to warm mix asphalts (WMA)....&quot;</title>
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				<updated>2021-01-28T19:07:59Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  The ongoing discussion spanning over 20 years in Europe, along with continuous development of solutions and&amp;lt;br&amp;gt; additives, has led to warm mix asphalts (WMA)....&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;&lt;br /&gt;
== Abstract ==&lt;br /&gt;
&lt;br /&gt;
The ongoing discussion spanning over 20 years in Europe, along with continuous development of solutions and&amp;lt;br&amp;gt; additives, has led to warm mix asphalts (WMA). In reality, applications lag significantly behind the progress made&amp;lt;br&amp;gt; in the USA in last 10 years. Nevertheless, the road administrations begin to understand the potential, presented&amp;lt;br&amp;gt; mainly by the combination of WMA concepts with an increased use of reclaimed asphalt material from&amp;lt;br&amp;gt; rehabilitated roads. If reclaimed asphalt is treated at a lower working temperature and, moreover, additional&amp;lt;br&amp;gt; techniques or additives are capable of improving the added value delivered by reclaimed material in new asphalt,&amp;lt;br&amp;gt; the result is not only energy savings but also an increased contribution to circular economy at the same time.&amp;lt;br&amp;gt; In this respect, several trial sections were defined, funded and completed in the Czech Republic with a focus on&amp;lt;br&amp;gt; comparing different WMA solutions in combination with reclaimed asphalt contents of over 30 % for the wearing&amp;lt;br&amp;gt; course and over 40 % for the binder course. Basic field tests were done and advanced experimental assessments&amp;lt;br&amp;gt; were performed on asphalt mixtures for each subsection. This assessment included not only traditional test methods&amp;lt;br&amp;gt; as required by the standards, but also more advanced functional tests, including ageing simulation and workability&amp;lt;br&amp;gt; assessments.&amp;lt;br&amp;gt; The paper focuses on testing and characterization of asphalt mix workability and resistance to fatigue crack&amp;lt;br&amp;gt; propagation. Neither of the two characteristics is covered by any national or European standard and, therefore, the&amp;lt;br&amp;gt; established practice from North America is used. Workability is determined by compacting test specimens by&amp;lt;br&amp;gt; gyratory compactor to the selected level of target bulk density. Fatigue crack testing utilizes the same procedure&amp;lt;br&amp;gt; as in the case of thermal crack propagation. The only modification is the loading rate applied. The paper presents&amp;lt;br&amp;gt; extensive comparisons and asphalt mix performance assessments with respect to both of the aforementioned&amp;lt;br&amp;gt; characteristics.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
== Original document ==&lt;br /&gt;
&lt;br /&gt;
The different versions of the original document can be found in:&lt;br /&gt;
&lt;br /&gt;
* [https://zenodo.org/record/1491657 https://zenodo.org/record/1491657] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode&lt;br /&gt;
&lt;br /&gt;
* [http://dx.doi.org/10.5281/zenodo.1491657 http://dx.doi.org/10.5281/zenodo.1491657],&lt;br /&gt;
: [https://zenodo.org/record/1491657 https://zenodo.org/record/1491657] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode&lt;br /&gt;
&lt;br /&gt;
* [https://zenodo.org/record/1491657 https://zenodo.org/record/1491657],&lt;br /&gt;
: [http://dx.doi.org/10.5281/zenodo.1491656 http://dx.doi.org/10.5281/zenodo.1491656] under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
DOIS: 10.5281/zenodo.1491656 10.5281/zenodo.1491657&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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