Lecture

Critical State Concept: Unsaturated Soils

Description

This lecture covers the critical state concept in geomechanics, focusing on unsaturated soils. It discusses the conditions for Terzaghi's effective stress validity, volumetric strain, preconsolidation pressure, and normal compression line. The lecture also explores stress paths, shear strength, and soil behavior in drained and undrained compression.

About this result
This page is automatically generated and may contain information that is not correct, complete, up-to-date, or relevant to your search query. The same applies to every other page on this website. Please make sure to verify the information with EPFL's official sources.