Eurocode 7 Geotechnical Design Flowcharts for Walls
Eurocode 7 Geotechnical Design Flowcharts for Walls are structured, decision-driven graphical tools aligned with EN 1997-1 (Eurocode 7 Part 1: General rules) and EN 1997-2 (Ground investigation and testing), guiding engineers through the step-by-step verification of retaining wall stability, serviceability, and design compliance using limit state design (LSD) principles. They integrate partial factors for actions, materials, and resistances to ensure consistent safety levels across ULS (Ultimate Limit State) and SLS (Serviceability Limit State) checks. These flowcharts standardize design logic for gravity, cantilever, embedded, and anchored retaining walls within the European regulatory framework.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Preliminary design validation for cantilever and embedded retaining walls
- ✓ Compliance checking during peer review or regulatory submission
- ✓ Training and competency development for junior geotechnical engineers
📐 Key Formulas
Sliding Resistance Check (ULS)
V_Rd / V_Ed ≥ 1.0
Verifies that the design resisting force (V_Rd = (ΣN × tan(φ_d) + c_d × A) / γ_R) exceeds the design disturbing horizontal force (V_Ed = ΣH_d), where φ_d = arctan(tan φ_k / γ_φ), c_d = c_k / γ_c, and γ_R is the partial factor on resistance.
Overturning Stability Ratio (ULS)
M_Rd / M_Ed ≥ 1.0
Compares the design restoring moment (M_Rd) about the toe to the design overturning moment (M_Ed); moments incorporate factored actions (γ_G·G_k, γ_Q·Q_k) and reduced soil strength parameters.
Bearing Pressure Check (ULS)
σ_max,d ≤ q_Rd
Ensures maximum design base pressure σ_max,d (calculated from eccentrically loaded foundation) does not exceed the design bearing resistance q_Rd = (c_d·N_c + q·N_q + 0.5·γ'·B·N_γ) / γ_R, where N factors depend on φ_d.