Kwai Yuen LAI's Activitieshttps://communities.bentley.com/members/2eed43ea_2d00_6807_2d00_42e3_2d00_8afb_2d00_a96e689cd6e8Kwai Yuen LAI's recent activityen-USTelligent Community 12Pre-stressed ground anchorshttps://communities.bentley.com/products/geotech-analysis/f/forum/205514/pre-stressed-ground-anchorsThu, 05 Nov 2020 08:21:01 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:919d8e99-3b45-4138-a56e-3c9e9b60a75bKwai Yuen LAI<p>I adopted temporary pre-stressed ground anchors in my ELS design.</p> <p>I followed the manual:<br />Free length - node to node anchor<br />Fixed length - embedded beam row</p> <p>However, for example, SAMWOO-RCD Anchor, it is a distributive&nbsp;<span style="color:#ff0000;">compression</span> type anchor, how does the Plaxis 2D calculate the load behaviors along the embedded beam row?</p> <p>Ref: <a href="https://www.youtube.com/watch?v=wut8LVNsuNY&amp;feature=emb_logo">www.youtube.com/watch</a></p><div style="clear:both;"></div>Excavation and Lateral Supports design in Plaxishttps://communities.bentley.com/products/geotech-analysis/f/forum/196645/excavation-and-lateral-supports-design-in-plaxisTue, 05 May 2020 02:28:35 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9d947b69-da58-4493-9d0c-1fc1abb7de8fKwai Yuen LAI<p>Permanent bored piles are used as retaining wall and permanent foundation in my ELS design.</p> <p>I want to consider the &quot;at rest / long term condition&quot; of the soil after the ELS work is completed (i.e. K0 condition in my final stage of the model), may I know how to define K0 condition in my final stage?</p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Tue, 05 May 2020 02:28:54 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0edd295d-2f33-4866-8fb2-fcc57b39a21aAsk a question in a forum.