The relationship between void ratio (e) and porosity ratio (n) is :

More Questions from Soil Mechanics and Foundation Engineering

• A partially saturated sample of soil has a unit weight of 2.0 g/cm3 and specific gravity of soil particles is 2.6. If the moisture content in the soil is 20%, the degree of saturation is
• Pick up the correct statement from the following:
• The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is
• A partially saturated soil is classified as
• The ratio of the volume of voids to the total volume of the given soil mass, is known
• Pick up the correct statement from the following:
• The compression index of a soil
• If the specific gravity and voids in soil sample are G and e respectively, the hydraulic gradient i, is
• A fundamental equation of void ratio(e), specific gravity (G), water content (ω) and degree of saturation (Sr) is
• The Westergaard analysis is used for

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