Geotechnical Engineering Formula
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25 Terms
Void Ratio
Porosity
Degree of Saturation
Water/Moisture Content
Dry Unit Weight
Moist Unit Weight
Saturated Unit Weight
Submerged/Buoyant Unit Weight
Bulk Specific Gravity
Specific Gravity of Solids
Air Content
Air Void Ratio
Critical Hydraulic Gradient
Weight – Volume Relationships (in terms of Dry Unit Weight)
Weight – Volume Relationships (in terms of Moist Unit Weight)
Weight – Volume Relationships (in terms of Saturated Unit Weight)
Weight – Volume Relationships (in terms of Submerged Unit Weight)
Porosity (in terms of Void Ratio)
Fundamental relationship in soil mechanics connecting the degree of saturation (S), void ratio (e), water content (w), and specific gravity of soil solids (Gs)
Relative Density or Density Index (Dr)
Relative/Percent Compaction
Coefficient of Uniformity
Coefficient of gyration/curvature
Sorting coefficient
Suitability Number
Note 
Flashcards (73)