https://communities.bentley.com/products/geotech-analysis/f/forum/196013/cyclic-loading-in-reinforced-earth-retaining-wallWhile 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 the reason.en-USTelligent Community 12https://communities.bentley.com/thread/582366?ContentTypeID=1Thu, 23 Apr 2020 07:51:11 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1a998210-1f59-4490-ab3d-30a2c832891dMuvvala Rama Rao<p>Thanks for the information.</p><div style="clear:both;"></div>https://communities.bentley.com/thread/582352?ContentTypeID=1Thu, 23 Apr 2020 07:20:40 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:06a37c5b-56b7-4001-a934-9101961e29aaStefanos Papavasileiou<p>Dear Muvvala,</p> <p>From the screenshots, it is difficult to say exactly why the calculation does not converge.</p> <p>I can see though, that the&nbsp;input signal is not applied on the model boundary. Note that typically this is applied at the bottom boundary.</p> <p>If you still have problems with the analysis, please&nbsp;submit a service request.</p> <p>Then, one of our support engineers can help you in detail:<br /> <a href="https://apps.bentley.com/srmanager/ProductSupport">https://apps.bentley.com/srmanager/ProductSupport</a></p><div style="clear:both;"></div>