1 shallow surface compaction done by : abdulmajeed alsultan
TRANSCRIPT
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Outline
1. Soil Improvement
2. Compaction
3. Field Compaction Equipment
4. Field Compaction Testing
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Methods for Soil Improvement
Ground Reinforcement
Ground Improvement
Ground Treatment
• Stone Columns• Soil Nails• Deep Soil Nailing• Micropiles (Mini-piles)• Jet Grouting• Ground Anchors• Geosynthetics• Fiber Reinforcement• Lime Columns• Vibro-Concrete Column• Mechanically Stabilized
Earth• Biotechnical
• Drainage/Surcharge• Electro-osmosis• Compaction grouting• Blasting• Surface Compaction• Deep Dynamic
Compaction
• Soil Cement• Lime Admixtures• Flyash• Dewatering• Heating/Freezing• Vitrification
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Objectives of compaction
Objectives:(1) Decrease future settlements
(2) Increase shear strength
(3) Decrease permeability
(4) Control swelling and contraction
(5) Increases slope stability of embankments
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Compaction
What is different between compaction and Consolidation ?
CompactionDensification of soil by removing air from the voids.
ConsolidationDensification of soil by removing water from the voids.
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Types of Compaction
Types of Compaction :There are four types of compaction effort on soil : • Vibration • Impact • Kneading • Pressure
SATURATED SOIL NOT COMPACTABLE
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Equipment
Smooth-wheel roller (drum)
• 100% coverage under the wheel
• Contact pressure up to 400 kPa
• Can be used on all soil types except for rocky soils
• Compactive effort : static weight
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Equipment
Pneumatic (or rubber-tired) roller
• 80% coverage under the wheel
• Contact pressure up to 700 kPa
• 7 to 13 wheels are arranged in two rows.
• Can be used for both granular and fine-grained soils.
• Compactive effort : static weight and kneading.
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Equipment
Sheepsfoot rollers
• 8% ~ 12 % coverage
• Contact pressure is from 1400 to 7000 kPa.
• Compactive effort: static weight and kneading.
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Equipment
Sheepsfoot rollers
• Suitable for :
– fine grained soils
– sands and gravels (with >20% fines)
• Unsuitable for:
– very coarse soils
– uniform gravels
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Equipment
Mesh (or grid pattern) roller
• 50% coverage
• Masses range from 5-12 Tones
• Contact pressure is from 1400 to 6200 kPa
• Compactive effort: static weight and vibration.
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Equipment
Mesh (or grid pattern) roller
• Suitable for: – well-graded sands – soft rocks – stony soils with fine fractions
• Unsuitable for: – uniform sands – Silty sands – Very soft clays
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Equipment
Vibrating drum on smooth-wheel roller
• Compactive effort: static weight and vibration.
• Suitable for granular soils
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Equipment
Vibrating Plate :
• Suitable for : – most soils with low to moderate fines content
• Unsuitable for: – large volume work – wet clayey soils
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Equipment
Power Rammer :
• Also called a trench tamper
• Suitable for : – trench back-fill – work in confined areas
• Unsuitable for: – large volume work
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Variables-Vibratory Compaction
There are many variables which control the vibratory compaction or densification of soils.
• Characteristics of the compactor: (1) Mass, size (2) Operating frequency and frequency range
• Characteristics of the soil: (1) Initial density (2) Grain size and shape (3) Water content
• Construction procedures: (1) Number of passes of the roller (2) Lift thickness (3) Frequency of operation vibrator (4) Towing speed
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Field Density Testing Method
Field Density Testing Method
Sand Cone Balloon Dens meter Shelby Tube Nuclear Gauge
Advantages• Large sample• Accurate
• Large sample• Direct reading obtained • Open graded material
• Fast• Deep sample• Under pipe haunches
• Fast• Easy to redo• More tests (statistical reliability)
Disadvantages
• Many steps• Large area required• Slow• Halt Equipment• Tempting to accept flukes
• Slow• Balloon breakage• Awkward
• Small Sample• No gravel• Sample not always retained
• No sample• Radiation• Moisture suspect• Encourages amateurs
Errors
• Void under plate• Sand bulking• Sand compacted• Soil pumping
• Surface not level• Soil pumping• Void under plate
• Overdrive• Rocks in path• Plastic soil
• Miscalibrated• Rocks in path• Surface prep required• Backscatter
Cost • Low • Moderate • Low • High