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		<title>Ji et al 2017a - Revision history</title>
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		<updated>2026-04-21T20:43:17Z</updated>
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		<title>Scipediacontent: Scipediacontent moved page Draft Content 440704850 to Ji et al 2017a</title>
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				<updated>2021-01-21T14:04:14Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_440704850&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 440704850&quot;&gt;Draft Content 440704850&lt;/a&gt; to &lt;a href=&quot;/public/Ji_et_al_2017a&quot; title=&quot;Ji et al 2017a&quot;&gt;Ji et al 2017a&lt;/a&gt;&lt;/p&gt;
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				&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 14:04, 21 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=Ji_et_al_2017a&amp;diff=182640&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot; == Abstract ==  The objective of the paper is to study the effect of different parameters regarding on-bottom stability of subsea pipelines under combined irregular waves and...&quot;</title>
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				<updated>2021-01-21T14:04:11Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  The objective of the paper is to study the effect of different parameters regarding on-bottom stability of subsea pipelines under combined irregular waves and...&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 objective of the paper is to study the effect of different parameters regarding on-bottom stability of subsea pipelines under combined irregular waves and currents. The effect of friction coefficient is first investigated. The development of lateral displacement and penetration for three different friction coefficients are compared for sandy and clayey seabed respectively when applied wave and current conditions are kept same for all the cases. The friction coefficient affects the soil resistance force and further changes the initial time when the pipeline starts to move in the lateral direction. The accumulated displacement reduces for large friction coefficient and it results in less penetration. The total effect of the increasing friction coefficient depends on the competition between the increased friction force and the reduced passive soil resistance force. The pipeline usually crosses different types of soil along the route. Hence, different combinations of soil types along the route are applied in the analysis. The soil property at middle of the pipeline is found to be important when the boundary conditions at both ends are fixed. Three analyzing procedures, namely standard 3-hour procedure, the procedure recommended by PONDUS and the procedure recommended by DNV, could be used for on-bottom stability analysis under storm conditions. The comparison of these procedures shows that the procedure recommended by PONDUS is the most appropriate for the storm conditions. The procedure recommended by DNV considers the build-up of initial penetration before the storm; and it could be applied in the analysis when the penetration is stabilized after the start -up time (20% of 3-hour).&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;
* [http://hdl.handle.net/11250/2466466 http://hdl.handle.net/11250/2466466]&lt;br /&gt;
&lt;br /&gt;
* [http://pdfs.semanticscholar.org/5f8b/00205af2380992c16e3216f1286a2a067c56.pdf http://pdfs.semanticscholar.org/5f8b/00205af2380992c16e3216f1286a2a067c56.pdf]&lt;br /&gt;
&lt;br /&gt;
* [http://asmedigitalcollection.asme.org/OMAE/proceedings-pdf/doi/10.1115/OMAE2017-61363/2533510/v05bt04a014-omae2017-61363.pdf http://asmedigitalcollection.asme.org/OMAE/proceedings-pdf/doi/10.1115/OMAE2017-61363/2533510/v05bt04a014-omae2017-61363.pdf],&lt;br /&gt;
: [http://dx.doi.org/10.1115/omae2017-61363 http://dx.doi.org/10.1115/omae2017-61363]&lt;br /&gt;
&lt;br /&gt;
* [https://asmedigitalcollection.asme.org/OMAE/proceedings-abstract/OMAE2017/57700/V05BT04A014/280308 https://asmedigitalcollection.asme.org/OMAE/proceedings-abstract/OMAE2017/57700/V05BT04A014/280308],&lt;br /&gt;
: [https://sintef.brage.unit.no/sintef-xmlui/handle/11250/2466466 https://sintef.brage.unit.no/sintef-xmlui/handle/11250/2466466],&lt;br /&gt;
: [https://proceedings.asmedigitalcollection.asme.org/proceeding.aspx?articleid=2655613 https://proceedings.asmedigitalcollection.asme.org/proceeding.aspx?articleid=2655613],&lt;br /&gt;
: [https://brage.bibsys.no/xmlui/handle/11250/2466466 https://brage.bibsys.no/xmlui/handle/11250/2466466],&lt;br /&gt;
: [https://computationalnonlinear.asmedigitalcollection.asme.org/OMAE/proceedings/OMAE2017/57700/V05BT04A014/280308 https://computationalnonlinear.asmedigitalcollection.asme.org/OMAE/proceedings/OMAE2017/57700/V05BT04A014/280308],&lt;br /&gt;
: [https://academic.microsoft.com/#/detail/2761293843 https://academic.microsoft.com/#/detail/2761293843]&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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