GEOTECHNICAL ENGINEERING FORMULAS


    1. SOIL CLASSIFICATION 1.1 USCS: Unified Soil Classification System Coarse Grained soils have less than 50% passing the # 200 sieve: Symbol Passing the #200 Cu= 30 60 D D Cc = 10 60 2 30 D D D × Soil Description GW < 5% 4 or higher 1 to 3 Well graded gravel GP < 5% Less than 4 1 to 3 Poorly graded gravel GW-GM 5 to12% 4 or higher 1 to 3 but with


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