https://communities.bentley.com/products/geotech-analysis/f/forum/239075/issue-with-pullout-capacity-in-plaxis-3d-v21I have a plate anchor buried in soil under water and vertical force is applied to it to pull it up. Strength of the soil is low. Under water with low soil strength the pullout capacity of anchor plate should be about the effective weight of the soil aboveen-USTelligent Community 12https://communities.bentley.com/thread/752252?ContentTypeID=1Tue, 07 Feb 2023 12:39:58 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ebfc4195-467e-409a-bda1-78281db0d9afStefanos Papavasileiou<p>Note that you can always submit a service request.</p> <p>Then, one of our support engineers can help you in detail:<span>&nbsp;</span><a id="" href="https://apps.bentley.com/srmanager/ProductSupport">https://apps.bentley.com/srmanager/ProductSupport</a></p><div style="clear:both;"></div>https://communities.bentley.com/thread/745709?ContentTypeID=1Mon, 12 Dec 2022 16:21:29 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7d265ebb-0800-4956-a6f2-aea8aa671ee6Stefanos Papavasileiou<p>Dear Juho,</p> <p>You will need a few more details to help me better understand how you simulate things in PLAXIS.</p> <p>Can you add a screenshot of your model?</p> <p>What are your material properties? For instance, &gamma;unsat v.s. &gamma;sat?</p> <p>Do you consider the weight of the plate that it is underwater? For instance this:&nbsp;&nbsp;<a href="https://communities.bentley.com/products/geotech-analysis/w/wiki/58294/considerations-for-modelling-a-thick-slab-as-a-plate">Considerations for modelling a thick slab as a plate</a>&nbsp;</p><div style="clear:both;"></div>