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SOLID PARTICLES WATER AIR
» For dry soil mass, the voids are filled with only air
» For fully saturated soil mass, voids are completely filled
with water
» All particles of soil are having same size & density.
» Soil is partly dry & partly saturated.
» Moisture is uniformly distributed in the soil mass.
» Air in soil mass has no weight.
» Partly dry & partly saturated soil 3 phases (solid,
water, air) 3 phase dia.
» Fully dry soil 2 phases (solid & air) 2 phase dia.
» Fully saturated soil 2 phases (solid & water) 2
phase dia.
 THREE PHASES OF SOIL :-
» WATER CONTENT/MOISTURE CONTENT (W):
w = Mw x 100
Ms
where, Mw = weight of water
Ms = weight of dry soil
» BULK UNIT WEIGHT (Yb):
ϒb = W
V
where, W = total weight of soil mass
V = vol. of soil mass
» DRY UNIT WEIGHT (ϒd):
ϒd = Wd
V
where, Wd = total weight of soil solid
» SATURATED UNIT WEIGHT (ϒsat):
ϒsat = Wsat
V
» SUBMERGED UNIT WEIGHT (ϒsub):
ϒsub = (Wd)sub &
V
ϒsub = ϒsat – ϒw
» UNIT WEIGHT OF SOLIDS (ϒS):
ϒS = WS VS
» SPECIFIC GRAVITY (G):
G = WS WW OR ϒS ϒW
where, Ws = weight of given vol. of soil solid
Ww = weight of equal vol. of distilled
water
It has no unit.
» VOID RATIO (e):
e = VV VS
where, Vv = vol. of voids
Vs = vol. of solid
» POROSITY (n):
n = Vv V
» DEGREE OF SATURATION (Sr):
Sr = VW VV
For fully saturated soil, Sr = 1 &
for fully dry soil, Sr = 0
» AIR CONTENT (aC):
aC = Va VV = 1 – Sr
where, Va = vol. of air voids
» PERCENTAGE AIR VOIDS (na):
na = Va V
» DENSITY INDEX/ RELATIVE INDEX (ID):
ID = emax – e
emax – emin
where, emax = void ratio in loosest state
emin = void ratio in densest state
e = natural void ratio of the deposit
» BULK DENSITY (ρb):
ρb = M V
where, M = total mass
» DRY DENSITY (ρd):
ρd = Md V
» SATURATED DENSITY (ρsat):
ρsat = Msat V
» SUBMERGED DENSITY (ρsub):
ρsub = Msub V
= ρsat – ρw
where, ρw = density of water
= 1000 kg/ m3
» e = n OR n = e
1 – n 1 – e
» e = w . G
Sr
» ϒb = (G + e . Sr)ϒw
1 + e
» ϒd = ϒb
1 +w
» DEFINATION :-
˃ Those properties of soil which are used in the
identification & classification of soils are called index
properties.
» The various index properties of soils are :-
˃ Water content
˃ In-situ density
˃ Specific gravity
˃ Particle size
˃ Consistency
˃ Density Index
Index properties, relationship & tests

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Index properties, relationship & tests

  • 2. SOLID PARTICLES WATER AIR » For dry soil mass, the voids are filled with only air » For fully saturated soil mass, voids are completely filled with water
  • 3. » All particles of soil are having same size & density. » Soil is partly dry & partly saturated. » Moisture is uniformly distributed in the soil mass. » Air in soil mass has no weight.
  • 4. » Partly dry & partly saturated soil 3 phases (solid, water, air) 3 phase dia. » Fully dry soil 2 phases (solid & air) 2 phase dia. » Fully saturated soil 2 phases (solid & water) 2 phase dia.  THREE PHASES OF SOIL :-
  • 5.
  • 6.
  • 7.
  • 8. » WATER CONTENT/MOISTURE CONTENT (W): w = Mw x 100 Ms where, Mw = weight of water Ms = weight of dry soil » BULK UNIT WEIGHT (Yb): ϒb = W V where, W = total weight of soil mass V = vol. of soil mass
  • 9. » DRY UNIT WEIGHT (ϒd): ϒd = Wd V where, Wd = total weight of soil solid » SATURATED UNIT WEIGHT (ϒsat): ϒsat = Wsat V » SUBMERGED UNIT WEIGHT (ϒsub): ϒsub = (Wd)sub & V ϒsub = ϒsat – ϒw » UNIT WEIGHT OF SOLIDS (ϒS): ϒS = WS VS
  • 10. » SPECIFIC GRAVITY (G): G = WS WW OR ϒS ϒW where, Ws = weight of given vol. of soil solid Ww = weight of equal vol. of distilled water It has no unit. » VOID RATIO (e): e = VV VS where, Vv = vol. of voids Vs = vol. of solid » POROSITY (n): n = Vv V
  • 11. » DEGREE OF SATURATION (Sr): Sr = VW VV For fully saturated soil, Sr = 1 & for fully dry soil, Sr = 0 » AIR CONTENT (aC): aC = Va VV = 1 – Sr where, Va = vol. of air voids » PERCENTAGE AIR VOIDS (na): na = Va V
  • 12. » DENSITY INDEX/ RELATIVE INDEX (ID): ID = emax – e emax – emin where, emax = void ratio in loosest state emin = void ratio in densest state e = natural void ratio of the deposit » BULK DENSITY (ρb): ρb = M V where, M = total mass » DRY DENSITY (ρd): ρd = Md V
  • 13. » SATURATED DENSITY (ρsat): ρsat = Msat V » SUBMERGED DENSITY (ρsub): ρsub = Msub V = ρsat – ρw where, ρw = density of water = 1000 kg/ m3
  • 14. » e = n OR n = e 1 – n 1 – e » e = w . G Sr » ϒb = (G + e . Sr)ϒw 1 + e » ϒd = ϒb 1 +w
  • 15. » DEFINATION :- ˃ Those properties of soil which are used in the identification & classification of soils are called index properties.
  • 16. » The various index properties of soils are :- ˃ Water content ˃ In-situ density ˃ Specific gravity ˃ Particle size ˃ Consistency ˃ Density Index