Laplacian fundamental equation for a non-compressible flow in three dimensions, is

More Questions from Soil Mechanics and Foundation Engineering

• The slip at critical angle, is generally known
• A structure is erected on an impervious clay whose thickness is 12 m. Drainage is possible both at upper and lower surfaces. Coefficient of consolidation is 0.015 cm2 per minute. For attaining 50% consolidation with a time factor 0.20, the number of days required
• The pressure that builds up in pore water due to load increment on the soil, is termed
• A soil not fully consolidated under the existing over-burden pressure, is called
• A grillage foundation
• The intensity of active earth pressure at a depth of 10 metres in dry cohesionless sand with an angle of internal friction of 30° and with a weight of 1.8 t/m3, is
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• The specific gravity of Calcite is
• The water content in a soil sample when it continues to loose weight without loosing the volume, is called

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