Group No 3
Soil lab
 Members Of The Group:
 1. Umer Faiz (Group leader)
 2.Shehzad Khan
 3.Jawad Khan
 4.Kamran Khan
 5.Jehangir Khan
List Of Experiments
 1.Determine the water content by oven dried method
 2.Sieve Analysis test
 3.Determination of Maximum dry density and
moisture content by modified proctor test
 4.To find the specific gravity of soil
Exp: Determination of specific gravity of soil
solids
 Definition/purpose: Specific gravity is the ratio
between density of a substance to the density of a
liquid at standard temperature
 Mathematical Formula:
Gs= γliq/γwater
Application
 Specific gravity of soil is an important property and
is used to determine
 1. Void ratio
 2.Porosity
 3.Degree of saturation
(If Density and Water content are known)
Apparatus
 1. Pycnometer
2. Volumentric Flask
3. Balance
4. Vacum Pump
Specif gravity.ppt 2   copy
Procedure
 1. Determine and record the weight of a clean
pycnometer (M1)
 2. take dry soil sample passed through sieve no 4 in
pycnometer and determine the weight of pycnometer
containing dry soil (M2)
 3. Add distilled water to fill about half to ¾ of
pycnometer soak sample for 10 mintues
 4. Apply the partial vacum to the contents
For 10 intues to remove the entrapped air
 5.Fill the pycnometer with distilled water to the mark
and determine weight of pycnometer and its
contents
 6.Empty the pycnometer and then fill with distilled
water upto the mark and determine the weight of
pycnometer and distilled water (M4)
Analysis
 Apply the Formula:
Gs = M2 - M1/(M2 - M1) – (M3 - M4)
Results
 Soil Type Range of Specific Gravity
 Sand 2.63-2.67
 Silt 2.65-2.70
 Clay/Silt Clay 2.60-2.90
 The results thus obtained from the above
experiments can help us to determine the type of the
soil
THANK YOU

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Specif gravity.ppt 2 copy

  • 2. Soil lab  Members Of The Group:  1. Umer Faiz (Group leader)  2.Shehzad Khan  3.Jawad Khan  4.Kamran Khan  5.Jehangir Khan
  • 3. List Of Experiments  1.Determine the water content by oven dried method  2.Sieve Analysis test  3.Determination of Maximum dry density and moisture content by modified proctor test  4.To find the specific gravity of soil
  • 4. Exp: Determination of specific gravity of soil solids  Definition/purpose: Specific gravity is the ratio between density of a substance to the density of a liquid at standard temperature  Mathematical Formula: Gs= γliq/γwater
  • 5. Application  Specific gravity of soil is an important property and is used to determine  1. Void ratio  2.Porosity  3.Degree of saturation (If Density and Water content are known)
  • 11. Procedure  1. Determine and record the weight of a clean pycnometer (M1)
  • 12.  2. take dry soil sample passed through sieve no 4 in pycnometer and determine the weight of pycnometer containing dry soil (M2)
  • 13.  3. Add distilled water to fill about half to ¾ of pycnometer soak sample for 10 mintues
  • 14.  4. Apply the partial vacum to the contents For 10 intues to remove the entrapped air
  • 15.  5.Fill the pycnometer with distilled water to the mark and determine weight of pycnometer and its contents
  • 16.  6.Empty the pycnometer and then fill with distilled water upto the mark and determine the weight of pycnometer and distilled water (M4)
  • 17. Analysis  Apply the Formula: Gs = M2 - M1/(M2 - M1) – (M3 - M4)
  • 18. Results  Soil Type Range of Specific Gravity  Sand 2.63-2.67  Silt 2.65-2.70  Clay/Silt Clay 2.60-2.90
  • 19.  The results thus obtained from the above experiments can help us to determine the type of the soil