Wk 1 Flashcards
Specific gravity of soil particles eqn + units
density of water?
1000 kg/m^3
1 g/cm^3
Void (or voids) ratio eqn + units
Porosity eqn + units
V = total volume
Degree of saturation eqn + units
What is the direction of flow? Artesian? Underdrained?
Vertical flow is taking place
artesian = upward↑↑↑↑
underdrained = downward↓↓↓↓
example 1
- capillary rise:
negative pore water pressure
Effective stress- consider both layers at boundaries
example 2
- Artesian flow upward flow (pore water pressure: h=3+1)
example 3
- underdrained (pore water pressure: h=1.5)
Tut q1
Tut Q2
Tut Q3
Tut Q4
Label the blank spots
Darcy’s Law?
k= coefficient of permeability of soil
i = hydraulic gradient
water/moisture content eqn
Mw = wet mass - dry mass
(Mw+Ms) - Ms
dry unit weight of soil eqn
Coefficient of uniformity eqn
Coefficient of curature eqn