Last Minute Flashcards

1
Q

Which reference for Soil Exploration Methods?

A

FHWA NHI-06-088, FHWA Soils and Foundations Reference Manual – Volume I

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2
Q

Which reference for Soil Tests?

A

FHWA NHI-16-072, FHWA Geotechnical Site Characterization

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3
Q

Which reference for design of pullout strenght?

A

UFC 3-220-10N, Soil Mechanics

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4
Q

Which references for groundwater / porewater pressure instrumentation? (2)

A
  • FHWA NHI-16-072, FHWA Geotechnical Site Characterization
  • UFC 3-220-10N, Soil Mechanics
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5
Q

Which references for Groundwater Seepage? (2)

A
  • UFC 3-220-10N, Soil Mechanics
  • UFC 3-220-05, Unified Facilities Criteria (UFC):Dewatering and Groundwater Control
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6
Q

1,000 kg/m3 to g/cm3

A

1 g / cm3

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7
Q

Which reference for Flow Nets?

A
  • UFC 3-220-10N, Soil Mechanics
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8
Q

What is total head equal to?

A

Elevation Head + Pressure Head

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9
Q

Define Elevation Head and Pressure Head

A

Elevation Head: Difference between a given point and the free water level
Pressure Head: Difference between the datum and given point

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10
Q

Relationship between Undrained Shear Strength, Cohesion, and Unconfined Compression Strength

A

Su = C

Su = C = 0.5 * qu

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11
Q

What is the FS against Overturning? Sliding?

A

Overturning: Moment of Resisting / Moment of Overturning
Sliding: Force of Resisting / Force of Overturning

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12
Q

What is the use of Seismic Refraction?

A

Determining depth, thickness, and shear wave velocity of subgrade layers

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13
Q

Which reference has information about rock source?

A

FHWA NHI-16-072 GEC No. 5 | FHWA Geotech Site Charac

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14
Q

What soil types does immediate (also known as elastic) settlement occur in?

A

All Types

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15
Q

When does immediate/elastic settlement occur?

A

During and right after construction

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16
Q

Total head loss is generally considered to be what throughout the soil length?

17
Q

What do you need to do if you’re considering local or punching shear failure in a problem?

A

Reduce the soil strength parameters

18
Q

What is jet grouting?

A

Use of air, water, and grout to erode soil and replace with grout. Used for creating cutoff walls and continuous underpinning.

19
Q

If you’re not given a coefficient of friction, what is a good value to use?

A

tangent of the internal friction angle of native

20
Q

What is the friction force for a sliding check?

A

Weight * tan (internal friction angle of native)

21
Q

What is the equation for deformation?

A

deformation = PL / AE

22
Q

Where can you find info about p-y curves?

A

Chapter 7.3 of FHWA-NHI-19-009 GEC No.12, FHWA Design and Construction of Driven Pile Foundations – Volume I

23
Q

What is the term for formulas like we use for estimating pile capacity?

A

Dynamic Formulas

24
Q

Which references to use for pile foundations?
- Basic Formula/Concepts (1)
- More Complicated Concepts (2)
- Types & Load Testing (2)

A

Basic Formula/Concepts: FHWA NHI-06-088, FHWA Soils and Foundations Reference Manual – Volume II

More Complicated Concepts (lateral, settlement, scour, seismic) : FHWA-NHI-19-009 GEC No.12, FHWA Design and Construction of Driven Pile Foundations – Volume I OR NAVFAC DM-7.02 Foundations & Earth Structures, Design Manual

Types and Load Testing: FHWA NHI-06-088, FHWA Soils and Foundations Reference Manual – Volume II OR FHWA-NHI-19-010 GEC No.12, FHWA Design and Construction of Driven Pile Foundations – Volume 2

25
Q

Where to go for Soil Liquefaction calculations

A

Chapter 6.3 of FHWA-NHI-11-032 GEC No. 3 | FHWA LRFD Seismic Analysis and Design…