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Geotech Chapter 4: Soil Compaction
Review of concepts for Geotech Midterm from the 2nd Edition of Fundamentals of Geotechnical Engineering by Braja M Das
9
Civil Engineering
Undergraduate 3
12/12/2010

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Term
Factors Affecting Compaction
Definition
-moisture content
-soil type
-compaction effort
Term
Compaction
Definition
the densification of soil by removal of air, which requires mechanical energy
when water is added to the soil during compaction, it acts as a softening agent and the soil particles slip over each other into a densely packed position
Term
Compaction Effort
Definition
energy per unit volume
when changed, the moisture unit weight curve will also change
1. As the compaction effort is increased, the maximum dry unit weight of compaction is also increased
2. As the compaction effort is increased, the optimum moisture content is decreased to some extent
Term
Field Compaction
Definition
1. Smooth wheel roller
2. Pneumatic rubber tired roller
3. Sheepsfoot roller
4. Vibratory roller
Term
Smooth-Wheel Roller
Definition
suitable for proof-rolling sub-grades and for the finishing operation of fills with sandy clayey soils
100% coverate with ground contact pressures as high as 310-380 kN/m2
Term
Pneumatic Rubber-Tired Rollers
Definition
closely spaced with four to six tires in a row
70% coverage with 600 to 700 kN/m2
Term
Sheepsfoot Rollers
Definition
drum with a large number of projections
most effective in compacting clayey soils
Term
Vibratory Rollers
Definition
very efficient in compacting granular soils, can be attached to other types of rollers
Term
Determination of Field Unit Weight after Compaction
Definition
1. Sand Cone Method
2. Rubber Balloon Method
3. Nuclear Method
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