while increasing the depth the settlement of soil layer also increasedhttps://communities.bentley.com/products/geotech-analysis/f/forum/242405/while-increasing-the-depth-the-settlement-of-soil-layer-also-increasedI am analyzing the soil layer in PLAXIS 2D in which 100 kN static load is applied. when I increase the depth of soil the deflection of soil is also increased. but in practical condition there should be the depth at which the load influence will not existen-USTelligent Community 12RE: while increasing the depth the settlement of soil layer also increasedhttps://communities.bentley.com/thread/755906?ContentTypeID=1Fri, 03 Mar 2023 21:33:46 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6a230237-23d7-4310-bd05-521d22d6ff43Faseel Khan<p>Your query is similar to what was asked in a previous post here:&nbsp;&nbsp;<br /><a id="i1" href="/products/geotech-analysis/f/forum/241213/size-effect-on-modelling-plaxis-2d/751773">https://communities.bentley.com/products/geotech-analysis/f/forum/241213/size-effect-on-modelling-plaxis-2d/751773</a></p><div style="clear:both;"></div>