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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>Muvvala Rama Rao's Communities Activities</title><link>https://communities.bentley.com/members/af24e7b2_2d00_c627_2d00_4822_2d00_a0b3_2d00_c7a72a268247</link><description>Recent activity for people in Muvvala Rama Rao's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Deformed shape of model-Reinforced earth retaining wall</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/196163/deformed-shape-of-model-reinforced-earth-retaining-wall</link><pubDate>Fri, 24 Apr 2020 12:23:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5a0e7f7c-278b-459f-88e0-dcb2b987386d</guid><dc:creator>Muvvala Rama Rao</dc:creator><description>&lt;p&gt;Dear Sir,&lt;/p&gt;
&lt;p&gt;I am herewith attaching images of A)model,1)End of construction, 2)0.2g cyclic loading,3)0.4g loaing 4) case-1 loading(as a line load) and 5) Case 2-line load.The deformed shapes in cyclic loading were may not correct.Why i am getting like that? Kindly offer&amp;nbsp; suggestions.&lt;img alt="4)Case-1-Line load" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/4_2900_Calculation-results-Case_2D00_1-Loading-_5B00_Phase_5F00_9_5D00_--Deformed-mesh-u.PNG" /&gt;&lt;img alt="5)Case-2-line load" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/5_2900_Calculation-results-Case_2D00_2-loading-_5B00_Phase_5F00_10_5D00_-10225-Deformed-mesh-u.PNG" /&gt;&lt;/p&gt;
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&lt;p&gt;&lt;img alt="A)Model" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/A_2900_Model.png" /&gt;&lt;img alt="1)end of construction" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/1_2900_Calculation-results-Phase_5F00_6-_5F00_Deformed-mesh-u_5F00_end-of-construction.PNG" /&gt;&lt;img alt="2)0.2g cyclic loading" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/2_2900_Calculation-results-0.2g_5F00_Cyclic-loading-_5B00_Phase_5F00_7_5D00_-Deformed-mesh-u.PNG" /&gt;&lt;img alt="3)0.4g cyclic loading" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/3_2900_Calculation-results-0.4g_5F00_Cyclic-loading-_5B00_Phase_5F00_8_5D00_Deformed-mesh-u.PNG" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Cyclic loading in Reinforced earth retaining wall</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/196013/cyclic-loading-in-reinforced-earth-retaining-wall</link><pubDate>Wed, 22 Apr 2020 16:11:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:09d4ea1e-ffd2-47ea-911b-cd35d00ebe54</guid><dc:creator>Muvvala Rama Rao</dc:creator><description>&lt;p&gt;While I am doing cyclic loading(dynamic time=5s) in RE wall, sigma Mstage is not increasing during calculation.I am herewith giving images of plaxis 2D model and calculation image.Pl.inform&amp;nbsp; the reason.&lt;/p&gt;
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&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/Cyclic-loading.png" /&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/RE-wall-model.png" /&gt;&lt;/p&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, 22 Apr 2020 01:19:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4525fc50-efb6-4162-a3a2-1d2002a1e933</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>