SETAF2018 Consolidation Analysis: Soil Profile Configuration

In this video, it is explained how to configure the required soil profile settings for performing consolidation settlement analysis in shallow foundations using SETAF2018. 🔹 Identifying that point G3 lies within the influence zone of the BH4 soil profile 🔹 Configuring consolidation settings for silt and clay layers 🔹 Defining undrained drainage conditions for consolidation analysis 🔹 Selecting appropriate pore water pressure distribution options 🔹 Applying consolidation settings at the soil layer level 🔹 Running settlement analysis for point G3 🔹 Evaluating immediate settlement, consolidation settlement, and total settlement 🔹 Reviewing the consolidation calculation table 🔹 Interpreting effective stress, overconsolidation ratio (OCR), preconsolidation pressure, and stress increment values This video demonstrates how proper soil profile configuration directly affects consolidation settlement results in foundation analysis. 🌐 More information: https://www.setaf2018.com/en 📩 Support: info@setaf.org #SETAF2018 #ConsolidationSettlement #SoilProfile #PoreWaterPressure #UndrainedConditions #FoundationSettlement #GeotechnicalEngineering #TotalSettlement #GeotechnicalSoftware #CivilEngineering