https://communities.bentley.com/products/geotech-analysis/f/forum/241643/how-to-model-a-single-fixed-headed-volume-pile-in-plaxis-3dI have to model a laterally loaded single pile with a fixed head and floating tipen-USTelligent Community 12https://communities.bentley.com/thread/754630?ContentTypeID=1Thu, 23 Feb 2023 10:49:08 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:261bf4d9-833b-4111-814b-2524d197e676Stefanos Papavasileiou<p>Dear Dibs,</p> <p>For a single pile you can use volume elements and a load at the top. Note that extra refinements would be necessary to achieve accuracy in the results.</p> <p>For results you can also use the Structural forces on volume piles or a dummy beam.</p> <p>If you need further information, please&nbsp;submit a service request. Then, one of our support engineers can help you in detail: <a id="" href="https://apps.bentley.com/srmanager/ProductSupport">https://apps.bentley.com/srmanager/ProductSupport</a></p><div style="clear:both;"></div>