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Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. Why You Should Study Geotechnical Engineering” or “Who Needs a Foundation Engineer Anyway???”

Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

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Page 1: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Introduction to Foundations Engineering

Steven F. Bartlett, Ph.D., P.E.

“Why You Should Study

Geotechnical Engineering”

or

“Who Needs a Foundation

Engineer Anyway???”

Page 2: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Foundation Engineer

Geotechnical engineer who specializes in the design and construction oversight of foundations and retaining structures.

Foundation engineers are called upon to determine the best way of transferring structural loads from buildings, bridges, machines, highway signs, etc. to soil and rock in a safe and economical manner

Page 3: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Grand Challenges in Engineering

http://www.engineeringchallenges.org/cms/challenges.aspx

Page 4: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Restore and Improve Infrastructure

In 2005, the American Society of Civil Engineers issued a report card, grading various categories of U.S. infrastructure. The average grade was D.It is no secret that America’s infrastructure, along with those of many other countries, is aging and failing, and that funding has been insufficient to repair and replace it. Engineers of the 21st century face the formidable challenge of modernizing the fundamental structures that support civilization.

Page 5: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Restore and Improve Infrastructure

Keys to improving / restoring infrastructure

• FASTER•Engineers must learn to design and construct systems in a more efficient manner.

• CHEAPER•Systems must be constructed in a more economical manner.

• SMARTER• More environmentally friendly• More sustainable• Reusable• Recycleable

Page 6: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Foundation Engineering Tools

• Engineering Science• Soil and Rock Mechanics

• Codes and Standards• AASHTO and IBC

• Experience• Design and Construction

• Publications• ASCE JGGE

• Short Courses• Computing

Page 7: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Foundation Types

• Shallow Foundations• Deep Foundations

Page 8: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Shallow Foundation (Types)

Page 9: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Shallow Foundation – Spot Footing

Page 10: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Shallow Foundation – Spread Footing

Page 11: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Shallow Foundations

Mat Foundation

Page 12: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Shallow Foundations

Page 13: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Driven foundations1.1 Pile foundation systems1.2 Monopile foundation

2 Drilled piles2.1 Under reamed piles2.2 Augercast pile2.3 Pier and grade beam foundation

3 Speciality piles3.1 Micropiles3.2 Tripod piles3.3 Sheet piles3.4 Soldier piles3.5 Suction Piles3.6 Adfreeze Piles3.7 Vibrated Stone Columns

4 Piled walls4.1 Secant piled walls4.2 Slurry walls

Deep Foundation (Types)

Page 14: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 15: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

“Driven” Pile Foundations

Page 16: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Offshore Pile Foundations

Page 17: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 18: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Soldier Pile and Lagging

Page 19: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Drilled pier has no outer shell, just reinforcement

Page 20: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 21: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Foundations – Deep Footings

Drilled Shaft

Page 22: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Cast in place pile has metal outer shell

Page 23: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Micropiles

Page 24: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Cassions

Page 25: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Examples of Geotechnical ProjectPetronas Towers Foundations

Location: Kuala Lumpur, Malaysia

Completion Date: 1998

Cost: $1.6 billion

Height: 1,483 feet

Stories: 88

Page 26: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Petronas Towers Foundations

Concrete mat

Pile Foundation

Page 27: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Examples of Geotechnical ProjectsGolden Gate Bridge Foundations

Location: San Francisco and Sausalito, California, USA

Completion Date: 1937

Cost: $27 million

Length: 8,981 feet

Type: Suspension

Page 28: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Golden Gate Bridge (Marin Pier)1. Start rock dike (Coffer)

2. Crib dike part that is in water (timber box filled w/ rock and set in place).

3. Install sheet piling.

4. Pump area dry.

5. Construction foundation on rock surface exposed below water level.

Page 29: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

Common Types

Page 30: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

Gravity Retaining Wall

Page 31: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

Gravity Retaining Wall

Page 32: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

Gravity Retaining Wall

Page 33: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

Cantilevered Retaining Wall

Page 34: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

Crib Wall

Page 35: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 36: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 37: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 38: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

2-Stage MSE Retaining Wall

Page 39: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

2-Stage MSE Retaining Wall

Page 40: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

2-Stage MSE Retaining Wall

Page 41: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 42: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 43: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Sheetpiles – Coffer Dam

Retaining Structures

Page 44: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Pumping inside Coffer Dams

Retaining Structures

Page 45: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 46: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 47: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Structures

Contiguous Bored Pile Wall

Page 48: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 49: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Retaining Slopes

Slope Reinforcement with Geotextile

Page 50: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Geofoam Walls / Embankment

Page 51: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Geofoam Walls / Embankment

Concrete Load Distribution Slab

Page 52: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should
Page 53: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Ground Modification (cont)

Vibro-concrete

DynamicCompaction Mini piles

Page 54: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Ground Modification(Ground Improvement)

CompactionGrouting

Vibro-compaction

Vibro-replacement

Page 55: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Ground Modification (cont)

vibropier

Page 56: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Ground Modification (cont)

Geopier with bar

Page 57: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Ground Modification (cont)

geopier

Page 58: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Ground Modification (cont)

Lime cement columns

Page 59: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Ground Modification (cont)

Lime cement columns

Page 60: Introduction to Foundations Engineeringbartlett/CVEEN5305/Introduction to Foundation... · Introduction to Foundations Engineering Steven F. Bartlett, Ph.D., P.E. “Why You Should

Questions