CEG4011 Exam 3
loose, saturated, granular material, COHESIONLESS, sigma v = u, also called
Quick condition
liquefaction
Direction of flow is always High energy -> low energy
k coefficient of permeability (or hydraulic conductivity WHEN dealing with wa
i hydraulic gradient
Q Volume of flow
T time
q flow rate (rate of flow)
deltaH head loss
A cross-sectional area of soil
L length
vd discharge velocity
vs seepage velocity
n porosity
e void ratio
u pore pressure
loose, saturated, granular material, COHESIONLESS, sigma v = u, also called
Quick condition
liquefaction
Direction of flow is always High energy -> low energy
k coefficient of permeability (or hydraulic conductivity WHEN dealing with wa
i hydraulic gradient
Q Volume of flow
T time
q flow rate (rate of flow)
deltaH head loss
A cross-sectional area of soil
L length
vd discharge velocity
vs seepage velocity
n porosity
e void ratio
u pore pressure
