1. Project → Set model (Plane strain) 2. Soil → Define one layer (10 m thick, Mohr-Coulomb: E=20 MPa, ν=0.3, c=10 kPa, φ=30°) 3. Geometry → Draw footing (1 m wide, at surface) 4. Mesh → Generate medium mesh 5. Calculation: - Phase 1: Gravity loading (Ko procedure) - Phase 2: Plastic – apply footing load (prescribed displacement 0.1 m) 6. Output → Load-displacement curve → ultimate bearing capacity

One of the most common PLAXIS 2D examples involves in dense urban environments. These simulations allow engineers to predict how a diaphragm wall or sheet pile will deflect under soil pressure. By using the Hardening Soil model , users can accurately capture the non-linear behavior of the ground, ensuring that nearby historical buildings don't settle or crack as the pit gets deeper. 2. Embankment Stability and Consolidation

PLAXIS 2D is the industry standard for finite element analysis (FEA) in geotechnical engineering. Whether you are a student or a seasoned consultant, working through practical is the fastest way to understand how soil-structure interaction works in a digital environment.