Soil Mechanics Lecture
Soil phase relationships describe how solids, water, and air coexist in a given volume of soil and are essential in understanding soil behavior. These relationships are crucial for assessing characteristics like density, porosity, saturation rate, and moisture content, all of which directly impact soil’s engineering performance. By examining the proportions of solids, water, and air, engineers can determine how well the soil can support loads, retain moisture, or drain. Soil that is fully saturated has no air voids, while partially saturated soils contain both air and water within their void spaces. These relationships offer insights into soil’s stability, compressibility, and permeability, which are necessary for effective design in construction and environmental applications.
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Volume of air in the voids
Volume of water in the voids
Volume of soil solids
The weight of the air is negligible
Weight of water
Weight of soil solids
Total Volume
Volume of voids
Total Weight
The water content (moisture) represents the proportion of water weight to solid weight.
The void ratio represents the proportion of void volume to solid volume.
The porosity represents the proportion of void volume to total volume.
The porosity represents the proportion of void volume to total volume.
The saturation rate represents the proportion of water volume to void volume.
The air content represents the proportion of air volume to void volume.
The percentage air voids represents the proportion of air volume to total volume.
The weight of 1 cubic centimeter of water is 1 gram.
The weight of 1 cubic centimeter of air is negligible
The weight of 1 cubic centimeter of the clay is 2.72 grams (in this example):
Specific Gravity or Relative density of soil solids:
Specific Gravity or Relative density of soil solids:
Phase 1: Unit weight of air
Phase 2: Unit weight of water
Phase 3: Unit weight of soil solids
3-Phase Soil: Unit weight
Dry Unit Weight
Moisture Unit Weight
Saturated Unit Weight
Dry unit weight
Moisture (total) unit weight
Saturated unit weight
w.Gs=Sr.e
Dry unit weight & Moisture (total) unit weight Relationship
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