WITH EFFECT FROM THE ACADEMIC YEAR 2012 - 2013
CE 381
SOIL MECHANICS LABORATORY
Instruction 3 Periods per week
Duration of University Examination 3 Hours
University Examination 50 Marks
Sessional 25 Marks
DETERMINATION OF INDEX PROPERTIES:
- 1.Determination of Specific Gravity of soil solids using “Density bottle” method.
- 2.Determination of Specific Gravity of soil solids using “Pycnometer” method.
- 3.Determination of water content using “Pycnometer” method.
- 4.Determination of Liquid limit using Casgrande’s standard LL device.
- 5.Determination of Liquid limit using Cone Penetration apparatus.
- 6.Determination of Plastic limit
- 7.Sieve Analysis for plotting Particle size distribution curve.
- 8.Determination of Field Density using Sand Replacement Method
DETERMINATION OF ENGINEERING PROPERTIES
- 9.Determination of Compaction Characteristics.
- 10.Determination of Co-efficient of Permeability by “Constant Head Permeameter test”
- 11.Determination of Co-efficient of Permeability by “Variable Head Permeameter test”
- 12.Determination of shear strength parameters by “Direct Shear Test”
- 13.Determination of Shear Strength of Cohesive soils by “Unconfined Compression Test”
14. Determination of Shear Strength by conducting “Vane Shear Test”
DEMONSTRATION OF TEST PROCEDURES:
- 15.Consolidometer test
- 16.Tri-axial Shear Test
- 17.Laboratory Plate Load Test
- 18.Reverse Osmosis Test
- 19.Quick Sand Model
- 20.Cyclic Tri-axial Shear Apparatus
Suggested Reading:
- 1.Relevant IS Codes of Practice.
- 2.Lambe, T.W., “Soil Testing for Engineers”, Wiley Eastern Ltd., New Delhi, 1969.
- 3.Relevant ASTM Codes of Practice.