SOIL MECHANICS( Chapter 6)
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- COMPACTION-
- This is a instantaneous phenomenon.
- Here, soil is unsaturated.
- Densification is due to a reduction in the volume of air.
- This is decrease natural pressure and increase effective pressure.
COMPACTION
- CONSOLIDATION-
- This is a time dependent phenomenon.
- Here, soil is completely saturated.
- This is done by load placed on the soil.
- This generally leads to decrease porosity and increase.
- Increase shear strength.
- Improve bearing capacity and stability.
- Reduction in compressibility and permeability.
CONSOLIDATION
- STANDARD PROCTOR TEST-
- Volume mould is 944 cc.
- The weight of the hammer is 2.495 Kg and free fall from 304.8 mm.
- The mould is filled by 3 layers with 25 blows per blow.
- MODIFIED PROCTOR TEST-
- Here, we use heavier hammer of 4.54 kg and free fall from 457.2 mm.
- This is filled by 5 layer and 25 blows per layer.
- INDIAN STANDARD EQUIVALENT OF STANDARD PROCTOR TEST-
- Light compaction test.
- volume of mould is 1000 cc.
- Weight of hammer is 2.6 kg and free fall from 310 mm height.
- Optimum moisture content is greater than Modified Proctor test.
- 25 blows per layer and 3 layers.
STANDARD PROCTOR TEST APPARATUS
- INDIAN STANDARD EQUIVALENT OF MODIFIED PROCTOR TEST-
- Heavy compaction test.
- Volume of mould is 1000 cc.
- The weight of the hammer is 4.9 Kg and free fall from 450 mm height.
- Maximum dry density is greater than Stand Proctor test.
- 25 blows per layer and 5 layers.
MODIFIED PROCTOR TEST APPARATUS
- The ratio of heavy compaction test to light compaction test = 4.5 .
- Maximum bulking occurs at 4-5 water content.
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