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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/"><channel><title>EMRE DUMLU's Activities</title><link>https://communities.bentley.com/members/9927629e_2d00_69a7_2d00_4b65_2d00_a448_2d00_9ce0cf518149</link><description>EMRE DUMLU's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Is there a way to define a space which water passes through it? which command and material model is available for that purpose?</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/225739/is-there-a-way-to-define-a-space-which-water-passes-through-it-which-command-and-material-model-is-available-for-that-purpose</link><pubDate>Sat, 12 Feb 2022 07:22:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:05554050-7a27-4c9c-ad5e-6ab91e5214d3</guid><dc:creator>EMRE DUMLU</dc:creator><description>&lt;p&gt;I defined a space which represents air in foundation by using polycurve. But PLAXIS-3D is a finite element model which water freely does not pass thorugh&amp;nbsp; it. As a considering Plaxis asks me to define an material model and properties, how can i perform this? Is Linear elastic model more suitable choose? thanks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>COULD NOT SET  HYDRAULIC GRADIENT RESULTS-PYTHON</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/216150/could-not-set-hydraulic-gradient-results-python</link><pubDate>Fri, 02 Jul 2021 12:22:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:149da3f9-e343-48f9-927b-9a5687a9a3b3</guid><dc:creator>EMRE DUMLU</dc:creator><description>&lt;p&gt;Hello;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;Actually, i have been wondering that;I ge the results for hgt like this :&lt;/p&gt;
&lt;p&gt;Hgt=g_o.getresults(g_o.Phases[-1], g_o.ResultTypes.Soil.HydraulicGradientTot, &amp;#39;node&amp;#39;)&lt;/p&gt;
&lt;p&gt;I could read the results on hgt but i could not set any result in the list like ;Hgt[100]=-1 on any other var type etc. This gave an error.Is there a method or a function to set the hgt result or did i miss something simple?&lt;/p&gt;
&lt;p&gt;Thank you&lt;br /&gt;&lt;br /&gt;Emre Dumlu&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>TABLE RESULT DISPLAY PROBLEM</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/207273/table-result-display-problem</link><pubDate>Sat, 12 Dec 2020 17:17:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:721be087-a437-43a3-be3a-da31e7017c81</guid><dc:creator>EMRE DUMLU</dc:creator><description>&lt;p&gt;Hello.In plaxis output table, i have 9100 rows. when i&amp;nbsp; get the result using phyton code below;&lt;/p&gt;
&lt;p&gt;x = g_o.getresults(g_o.Phases[-1], g_o.ResultTypes.Soil.X, &amp;#39;node&amp;#39;)&lt;br /&gt;print(len(x))&lt;/p&gt;
&lt;p&gt;as a result, i am getting 22750 rows,is there any way to display&amp;nbsp; all of the results on output table?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>CREATING A SURFACE WITH POINTS ARRAY</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/203352/creating-a-surface-with-points-array</link><pubDate>Thu, 17 Sep 2020 20:55:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:97e2263a-3a13-442e-aa88-30b3060114e3</guid><dc:creator>EMRE DUMLU</dc:creator><description>&lt;p&gt;&lt;span&gt;I have a array of points which created with arrayr like points_g=g_i.arrayr((1,2,3),2,(4,5,6),3(7,8,9)) i want to create a surface with this array of points can i call surface command with this array or is there another way to create surface with array of points i tried g_i.surface(points_g) and g_i.surface(g_i.tabulate(points_g))&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;The point declarations one by one is not what i need for example :&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt; point1=g_i.point(1,2,3) &lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;point2=g_i.point(1,2,3)&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt; point3=g_i.point(1,2,3)&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt; g_i.surface(point1,point2,point3)&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt; i want to get every point than i want to create a surface.&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>EXPORT A TABLE RESULT TO EXCEL BY CODE</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/204501/export-a-table-result-to-excel-by-code</link><pubDate>Wed, 14 Oct 2020 13:53:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2a327141-aa17-4932-97b1-e9efb6f3e437</guid><dc:creator>EMRE DUMLU</dc:creator><description>&lt;p&gt;Hello;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Although I&amp;#39;ve figured out how to make this by manuel but&amp;nbsp;&amp;nbsp;&lt;/span&gt;I need to export the table result to excel by using python code in output.If someone descibe me i will appreciate with that. Thank you.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>SET MATERIAL</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/204451/set-material</link><pubDate>Tue, 13 Oct 2020 18:49:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:47ccb104-b738-4bbb-ad03-e52a5f1b8bd2</guid><dc:creator>EMRE DUMLU</dc:creator><description>&lt;p&gt;Hello, How can i set&amp;nbsp; specified soil material by using python code ? ı mean i have three kind of soil volume but&amp;nbsp; all i want to change just&amp;nbsp; one of them.Is there someone who has an idea? thank you&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>HOW CAN I RETRIEVE TH WATER TABLE IN PLAXIS-3D OUTPUT</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/204010/how-can-i-retrieve-th-water-table-in-plaxis-3d-output</link><pubDate>Fri, 02 Oct 2020 10:04:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:37403dbb-cf75-48a4-bf32-2ef0be3483ee</guid><dc:creator>EMRE DUMLU</dc:creator><description>&lt;p&gt;Hello ,&lt;/p&gt;
&lt;p&gt;I am trying to inspect the water table coordinates in where&amp;nbsp; pass through an embankment in&amp;nbsp; PLAXIS-3D OUTPUT. Does anyone who know how can i get the coordinates ?.Thank you&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>CREATING AN ALGORTIHM ON PLAXIS 3D</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/202507/creating-an-algortihm-on-plaxis-3d</link><pubDate>Sun, 30 Aug 2020 12:50:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:038ecac2-7fa7-4fe5-8f80-1b679da33104</guid><dc:creator>EMRE DUMLU</dc:creator><description>&lt;p&gt;Hello My name is Emre;&lt;/p&gt;
&lt;p&gt;I work on an article which is related to piping on earthfill dam.So only thing that i should do in&amp;nbsp; to check the hydraulic gradient in stress tabsheet in output.Then, comparing to critical hydraulic gradient(which is already known).If the new hydraulic gradinet is bigger than critical, then piping can most occur there.Afterhat i should create a new zone which will cover it in terms of hydraulic gradient issue .And i should perform these steps ahead downsteam.That is&amp;nbsp;the project that i work on.These analysis will take too much time,minimum 40 or 50 times.So i started to search an algorithm to carry out these process instead of me.I think&amp;nbsp;an algorithm must be composed of PLAXIS input and output and&amp;nbsp; consist of these rules below;&lt;/p&gt;
&lt;div&gt;1-Calculation in input&lt;/div&gt;
&lt;div&gt;2-Mark the zone which new hydraulic gradient is bigger than&amp;nbsp;criticial&amp;nbsp;and get the new coordinates according to can be fitted the mesh rules(it can be a rectangular or square)&lt;/div&gt;
&lt;div&gt;3-create a new surface by using new coordinate points&lt;/div&gt;
&lt;div&gt;4 and&amp;nbsp; re-analyse.&lt;/div&gt;
&lt;div&gt;&lt;/div&gt;
&lt;div&gt;Also, if you want to see the article here is the link:&lt;a href="https://www.researchgate.net/publication/331938212_Geotechnics_of_Soil_Erosion"&gt;https://www.researchgate.net/publication/331938212_Geotechnics_of_Soil_Erosion&lt;/a&gt;&lt;/div&gt;
&lt;div&gt;&lt;/div&gt;
&lt;div&gt;I would like to ask a way which can&amp;nbsp;help me to&amp;nbsp;deal with the process.Thank you!&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Sun, 30 Aug 2020 03:02:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:107f1bcb-d5a9-4ab4-9d5e-26c48e12b526</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>