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GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH...

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GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009
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Page 1: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

GEOTECHNICAL ENGINEERING

ECG 503

LECTURE NOTE 11

TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES

MARCH 2009

Page 2: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

LEARNING OUTCOMES

Learning outcomes:

At the end of this lecture/week the students would be able to:

Understand natural slope and made engineered soil slope assessment which include rainfall induced failure and role of suction.

Page 3: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

TOPIC TO BE COVERED

Objective and Principles of Ground Improvements

Types of Ground Improvements With Respect of Cohesionless and Cohesive Soil

Mechanical Methods and Objective; Stone Column, Dynamic Compaction, Vibrofloatation and Vibro Compaction.

Page 4: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.
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for compacting very small areas

Vibrating Plates

effective for granular soils

Page 16: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Smooth-wheeled Roller

Page 17: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Compacts effectively only to 200-300 mm; therefore, place the soil in shallow layers (lifts)

Smooth Wheeled Roller

Page 18: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Sheepsfoot Roller to Compact Clay Soils

Page 19: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Provides kneading action; “walks out” after compaction

Sheepsfoot Roller

Very effective on clays

Page 20: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Impact Roller to Compact the Ground

Page 21: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Provides deeper (2-3m) compaction. e.g., air field

Impact Roller

Page 22: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.
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Dynamic Compaction- pounding the ground by a heavy weight

Suitable for granular soils, land fills and karst terrain with sink holes.

Crater created by the impact

Pounder (Tamper)solution cavities in limestone

(to be backfilled)

Page 30: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.
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Pounder (Tamper)Mass = 5-30 tonneDrop = 10-30 m

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Page 36: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Vibroflotation

Vibroflot (vibrating unit)Length = 2 – 3 mDiameter = 0.3 – 0.5 mMass = 2 tonnes

Practiced in several forms:

vibro–compaction

stone columns

vibro-replacement

Suitable for granular soils

(lowered into the ground and vibrated)

Page 37: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Vibroflotation

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Vibroflotation

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Stone Columns

vibrator makes a hole in the weak ground

hole backfilled ..and compacted Densely compacted stone column

Page 46: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Blasting

Aftermath of blastingFireworks?

For densifying granular soils

Page 47: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Earthmoving Equipment

Large Excavator (see minivan on left for scale)

Page 48: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Grader for spreading soil

Page 49: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Bulldozer for spreading soil evenly

Page 50: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Loader

Page 51: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Backhoe

Page 52: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Crawler mounted Hydraulic Excavator

Page 53: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Rock Breaker

Page 54: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Filed Compaction

• Pneumatic rubber tired roller

Different types of rollers (clockwise from right):

Vibratory roller

Smooth-wheel roller

Sheepsfoot roller

Page 55: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

Big weights dropped from 25 m, compacting the ground.

Craters formed in compaction

Page 56: GEOTECHNICAL ENGINEERING ECG 503 LECTURE NOTE 11 TOPIC : 4.0 GROUND IMPROVEMENT TECHNIQUES MARCH 2009.

GEOTEXTILES


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