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HYDRAULICS AND GEOTECHNICAL ENGINEERING PRINCIPLES

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HYDRAULICS AND GEOTECHNICAL ENGINEERING PRINCIPLES...

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  • October 12, 2024
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  • HYDRAULICS AND GEOTECHNICAL ENGINEERING PRINCIPLES
  • HYDRAULICS AND GEOTECHNICAL ENGINEERING PRINCIPLES
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HYDRAULICS AND GEOTECHNICAL
ENGINEERING PRINCIPLES

Porosity - ANSWER Ratio of volume of voids and volume of soil.

Degree of Saturation - ANSWER Ratio of volume of water and volume of
soil.

Void Ratio - ANSWER Ratio of volume of voids and volume of soil
solids.

0 < n < 100 - ANSWER True for porosity.

0 < e - ANSWER True for void ratio.

0 < S < 100 - ANSWER True for degree of saturation.

Mixture of sand, silt, and clay size particles in approximately equal
proportions - ANSWER Meaning of 'Loam'.

Darcy's Law - ANSWER Principle involved in the relationship between
submerged unit weight and saturated unit weight of a soil.

The unaggregated and uncemented deposits of minerals and organic
particles covering the earth's crust - ANSWER Definition of soil in civil
engineering.

Increase in pore water pressure but decrease in total stress - ANSWER
Effect of rise of water table above the ground surface.

Is inversely proportional to the angle of internal friction of the soil -
ANSWER Relationship of shear strength of a soil with the angle of
internal friction.

Increases voids ratio and decreases permeability. - ANSWER Effect of
effective stress on soil.

, Stress to strain - ANSWER Ratio for the coefficient of compressibility of
soil.

0 to 25 - ANSWER Range for a cohesive soil deposit to be considered
stiff.

90° - ANSWER Angle between two planes if shearing stress is zero on
them.

Partly with air and partly with water - ANSWER What fills voids for rapid
compression of soil.

Sand - ANSWER Type of soil that is cohesionless.

Consolidated undrained test - ANSWER Triaxial compression test with
drainage only in the first stage.

above center of gravity - ANSWER Location of metacenter for stable
equilibrium.

unstable equilibrium - ANSWER State of a floating body with the
metacenter lower than the center of gravity.

center of gravity of the floating body and the metacenter - ANSWER
Distance defining the metacentric height.

specific weight - ANSWER Weight per unit volume of a liquid at standard
temperature and pressure.

water hammer - ANSWER Term for pressure surge caused by sudden
momentum change in fluid flow.

viscosity - ANSWER Fluid property measuring resistance to shear
stress.

1/4 - ANSWER Approximate location of vena contrata downstream from
an orifice.

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