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Compaction. N. Sivakugan. Duration = 10 minutes. What is compaction?. A simple ground improvement technique, where the soil is densified through external compactive effort. Compactive effort. + water =. Dry density ( d ). d, max. optimum water content. Water content.
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Compaction N. Sivakugan Duration = 10 minutes
What is compaction? A simple ground improvement technique, where the soil is densified through external compactive effort. Compactive effort + water =
Dry density (d) d, max optimum water content Water content Compaction Curve Soil grains densely packed - good strength and stiffness - low permeability
air water soil Dry density (d) difficult to expel all air lowest void ratio and highest dry density at optimum w Water content Compaction Curve What happens to the relative quantities of the three phases with addition of water?
Dry density (d) Zero air void curve (S=100%) Water content Zero Air Void Curve - corresponds to 100% saturation S<100% S>100% (impossible) All compaction points should lie to the left of ZAV curve
Dry density (d) E2 (>E1) E1 Water content Effect of Compactive Effort Increasing compactive effort results in: • Lower optimum water content • Higher maximum dry density
Dry density (d) more dispersed fabric more dispersed fabric Water content Compaction and Clay Fabric Higher water content or higher compactive effort gives more dispersed fabric.
Dry density (d) Compaction curves for different efforts Line of optimum Water content Line of Optimum
Filed Compaction Different types of rollers (clockwise from right): • Pneumatic rubber tired roller • Smooth-wheel roller • Vibratory roller • Sheepsfoot roller
Field Compaction Smooth Wheeled Roller Compacts effectively only to 200-300 mm; therefore, place the soil in shallow layers (lifts)
Field Compaction Vibrating Plates • for compacting very small areas • effective for granular soils
Field Compaction Sheepsfoot Roller • Provides kneading action; “walks out” after compaction • Very effective on clays
Field Compaction Impact Roller • Provides deeper (2-3m) compaction. e.g., air field
Compaction Control • a systematic exercise where you check at regular intervals whether the compaction was done to specifications. e.g., 1 test per 1000 m3 of compacted soil • Minimum dry density • Range of water content • Field measurements (of d) obtained using • sand cone • nuclear density meter
hammer 1000 ml compaction mould Laboratory Compaction Test • to obtain the compaction curve and define the optimum water content and maximum dry density for aspecific compactive effort. Modified Proctor: Standard Proctor: • 5 layers • 25 blows per layer • 3 layers • 25 blows per layer • 4.9 kg hammer • 450 mm drop • 2.7 kg hammer • 300 mm drop
d d,field = ?wfield = ? w Compaction Control Test Compaction specifications Compare! compacted ground
solution cavities in limestone Pounder (Tamper) Cratercreated by the impact Dynamic Compaction - pounding the ground by a heavy weight Suitable for granular soils, land fills and karst terrain with sink holes. (to be backfilled)
Pounder (Tamper)Mass = 5-30 tonneDrop = 10-30 m Dynamic Compaction
Vibroflot (vibrating unit)Length = 2 – 3 mDiameter = 0.3 – 0.5 mMass = 2 tonnes Vibroflotation Suitable for granular soils • Practiced in several forms: • vibro–compaction • stone columns • vibro-replacement (lowered into the ground and vibrated)
Stone Columns vibrator makes a hole in the weak ground ..and compacted Densely compacted stone column hole backfilled
Blasting For densifying granular soils Aftermath of blasting Fireworks?
Earthmoving Equipment David and Goliath? Large Excavator (see minivan on left for scale)
Earthmoving Equipment Grader for spreading soil
Earthmoving Equipment Bulldozer for spreading soil evenly
Earthmoving Equipment Loader
Earthmoving Equipment Backhoe
Earthmoving Equipment Crawler mounted Hydraulic Excavator
Earthmoving Equipment Rock Breaker