https://communities.bentley.com/members/3a1c4aee_2d00_a750_2d00_4975_2d00_b8fb_2d00_61b3a2962bd0Recent activity for people in Haya Alroumi's communityen-USTelligent Community 12https://communities.bentley.com/products/geotech-analysis/f/forum/211619/project-fails-at-an-early-phase-after-modificationWed, 24 Mar 2021 22:02:18 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d2bb4535-a175-4f1d-8c56-899cde6b267dHaya Alroumi<p>Hello,</p> <p>I am having issues with my PLAXIS 3D project of a bridge, the original file runs with no issues. However, I have modified the height of the bearing by increasing the bearing height (pink volume) and reducing the height of the pier, without adjusting any parameters or other components of the bridge it started to fail at phase 3 - footing. The error code is 111. Does anyone know what possible could cause this issue? Is it when I modified the bearing and shortened the pier caused increase of load? I have attached images of the bridge, location of pier and bearing and failure point. If anyone could guide me it would be really appreciated.&nbsp;</p> <p>Thanks</p> <p></p> <p><img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343671/calculation-for-phase-3.png" alt=" " />&nbsp;<img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343671/code-111-plaxis-failure.png" alt=" " /><img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343671/failure-location.png" alt=" " /><img src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343671/bearing-and-pier.png" alt=" " /></p><div style="clear:both;"></div>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Wed, 24 Mar 2021 01:37:00 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:da730a1f-b64f-4095-bc88-8952ea6719f2Ask a question in a forum.