Geotechnical Report Writing Guide: From Data to Design Recommendations
A Geotechnical Report Writing Guide is a structured methodology for synthesizing field and laboratory geotechnical data into a technically rigorous, actionable document that supports safe, economical, and code-compliant foundation and earthwork design. It bridges raw subsurface data with engineering judgment to deliver clear interpretations, uncertainty assessments, and site-specific recommendations. The guide emphasizes traceability, transparency, and communication tailored to diverse stakeholders—including designers, contractors, regulators, and owners.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Foundation design (shallow/deep foundations, rafts, piles)
- ✓ Slope stability assessment and earthwork support design
- ✓ Retaining structure design and excavation planning
📐 Key Formulas
Allowable Bearing Capacity (Terzaghi's General Shear Failure)
q_a = (c'N_c s_c d_c i_c + qN_q s_q d_q i_q + 0.5γBN_γ s_γ d_γ i_γ) / F_s
Calculates the maximum pressure a shallow foundation can safely impose on soil, incorporating cohesion, effective overburden pressure, unit weight, footing width, bearing capacity factors, shape/depth/inclination corrections, and factor of safety.
Factor of Safety for Slope Stability (Limit Equilibrium)
F_s = (Σ Resisting Forces) / (Σ Driving Forces)
Quantifies stability margin for a potential slip surface; commonly computed using methods like Bishop’s Simplified or Spencer’s method to evaluate static equilibrium of soil mass.
Modulus of Subgrade Reaction (k)
k ≈ 40 × CBR (%)^{1.5} (MPa/m)
Empirical correlation estimating soil stiffness for slab-on-grade design; relates California Bearing Ratio (CBR) to subgrade reaction modulus under rigid plate loading.