Water content, w, Unit Weight Or Moist Unit Weight, Dry unit Weight, Void Ratio, e, Porosity, n, Degree of saturation, s, Percentage Air voids, na, Air content, ac, Moist : Relationship among e,Gs,w,s & unit weight, Dry : Relationship among e,Gs,w,s & unit weight, Saturated : Relationship among e,Gs,w,s & unit weight, Zero Air Void: Relationship among e,Gs,w,s & unit weight, Submerged/ Bouyant : Relationship among e,Gs,w,s & unit weightunit weight w/ Gs, e & w, Dry unit weight w/ Moist content, Relationship among e,Gs,w & s, Pycnometer test, Gs, Specific Gravity, Gs, Apparent Specific Gravity, Coefficient of Uniformity, Cu, Coefficient of Gradation/Curvature, Cc, Sorting Coefficient, So, CMR & CMP & % Finer, Weight - Volume Relationship, Shrinkage limit, SL, Plastic Index, PI, Shrinkage Ratio, SR, Specific Gravity of Soils, Gs : SR & SL, Relative Compaction, R, Moisture Content, w, Volume & Void ratio; Fill, Effective Stress, Pe, Pore- Water Pressure, Pw, Degree of Consolidation, U, It is the instantaneous process of reducing the volume voids due to explusion of pore air. - Compaction, It is a time dependent process of reducing the volume of voids due to expulsion of pore water and plastic readjustment of soil solids - Consolidation, Defined as the deformation of soil due to vertical stress - Settlement, It is also defined as the vertical movement of the ground due to increased vertical stresses are applied to the ground surface. - Settlement, Primary Consolidation settlement (Clay), Primary Consolidation Settlement of normally consolidated clay, Consolidation settlement under a foundation : approximate slope method, Permeability - Darcy's law, V & Q, Seepage velocity/ Interstitial Velocity, Vs, Constant head permeability test, k., Variable/ Falling head test, k, Temperature Correction @20degree, Unconfined Aquifers, Confined Aquifers, Transmissibility of the Aquifers, Stratified Soils, Seepage, Peff, Flow net, q, Cohesionless soil, Rankine coefficient, at rest, Ko, Rankine coefficient, active, Ka, Rankine coefficient, passive, Ka, Maximum pressure in isolated footing, self weight considered,  Length of footing base in contact with soil, self weight neglected, Settlement under foundation,

GEO TECH

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