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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>Chua Shin Ying's Communities Activities</title><link>https://communities.bentley.com/members/0f323432_2d00_55a3_2d00_45b7_2d00_931f_2d00_9037e63576ee</link><description>Recent activity for people in Chua Shin Ying's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Viscous boundary for half model</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/194444/viscous-boundary-for-half-model</link><pubDate>Thu, 26 Mar 2020 13:28:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f2a58c22-8656-4cfd-9dbd-f39a87feda03</guid><dc:creator>Chua Shin Ying</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am trying to model a half model in PLAXIS 3D in order to reduce computational time.&lt;/p&gt;
&lt;p&gt;The context here is a dynamic problem, with an moving train load in a under ground tunnel.&lt;/p&gt;
&lt;p&gt;So, I have set the Xmin boundary condition to be normally fixed and not applying viscous boundary. This is because when i apply viscous boundary in the Xmin direction, it moves and that is not what I want.&lt;/p&gt;
&lt;p&gt;Is there any way in which I can model the viscous boundary but still not maintaining the fixity in the Xmin direction?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thank you.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Tunnel interfaces (Soil-stc</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/194156/tunnel-interfaces-soil-stc</link><pubDate>Fri, 20 Mar 2020 04:36:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:23bb2227-e72f-4522-a3c4-70198d8fd1cb</guid><dc:creator>Chua Shin Ying</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;May I ask, in the modelling of soil-structure interaction between tunnel lining and soil, does the Rinter in PLAXIS 3D works for linear elastic soil model?&lt;/p&gt;
&lt;p&gt;This is because there is no friction angle and cohesion input for linear elastic soil model.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thank you!&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>PLAXIS 3D Moving Load Function</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/192579/plaxis-3d-moving-load-function</link><pubDate>Mon, 17 Feb 2020 16:39:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:89e4b04a-6f01-4cf3-a918-561a93e9932b</guid><dc:creator>Chua Shin Ying</dc:creator><description>&lt;p&gt;Hi all,&lt;/p&gt;
&lt;p&gt;May I ask a question regarding the theory behind the moving loads function in PLAXIS 3D?&lt;/p&gt;
&lt;p&gt;I understand that users can assignment Movement to point loads with a linear, harmonic or table based signal&amp;nbsp;specifying an initial velocity, acceleration, or variation of the velocity through time. But, is there any underlying theory behind this logic?&lt;/p&gt;
&lt;p&gt;Thanks! &lt;/p&gt;
&lt;div class="grid__col grid--text"&gt;&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>Wed, 04 Dec 2019 00:36:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e8014390-241b-49dd-aab8-9238919e0a29</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Meshing problem</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/189505/meshing-problem</link><pubDate>Wed, 04 Dec 2019 12:13:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:32a877eb-9fc5-4022-8407-4171423a383e</guid><dc:creator>Chua Shin Ying</dc:creator><description>&lt;p&gt;&lt;span&gt;Hi,&lt;/span&gt;&lt;br /&gt;&lt;br /&gt;&lt;span&gt;I have encountered a meshing problem. May I know if there are any ways to solve this problem?&lt;/span&gt;&lt;br /&gt;&lt;br /&gt;&lt;span&gt;Thank you!&lt;/span&gt;&lt;br /&gt;&lt;br /&gt;&lt;span&gt;Regards,&lt;/span&gt;&lt;br /&gt;&lt;span&gt;SHin Ying&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>