https://communities.bentley.com/members/4e675207_2d00_e149_2d00_4221_2d00_a01b_2d00_35d9806a0390Cristian Martínez's recent activityen-USTelligent Community 12https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Mon, 01 Aug 2022 02:08:41 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:50c16849-1c20-4ef8-b28b-2bb0f0814da6Ask a question in a forum.https://communities.bentley.com/products/geotech-analysis/f/forum/233362/modelling-helpMon, 01 Aug 2022 02:56:50 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b269d649-179d-4003-bcad-90108d8c4b38Cristian Mart&#237;nez<p>Hi everyone.</p> <p>I am trying to model how a load evolves on a slope (glacial load), the way to model it can be as a condition of hydrostatic stress with dynamic evolution (from 1 to 0 in the multiplier) or as an elastic material decreasing the height of the material in the cycles. The first one, I do not know how you could establish a pgz edge condition efficiently in the model and the second one<span>&nbsp;generates that the displacements are concentrated in the ice so it is not very useful to analyze the behaviour of the slope</span>.</p> <p>Any suggestions on how you could approach it?</p> <p>Thanks.</p><div style="clear:both;"></div>