Basic Principles of retaining wall design Flashcards

1
Q

What is required for large-scale mass movements?

A

Slope stability analysis

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2
Q

Why might retaining structures not be used in large-scale mass movements?

A

They may be too expensive.

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3
Q

What may be needed instead of retaining structures for large-scale mass movements?

A

Alternative stabilization methods or monitoring systems.

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4
Q

What characterizes a rockfall?

A

Hard or consolidated material, like clay with large boulders.

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5
Q

What is a topple in geology?

A

A block of rock creating a fracture that propagates downwards.

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6
Q

What happens in a rotational landslide?

A

Shear failure causing a slump to a more stable configuration.

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7
Q

What defines a translational landslide?

A

Movement along a weak plane, often where material changes occur.

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8
Q

What is a block slide?

A

Material flows as a block with both translation and rotation

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9
Q

What is unique about a lateral slide?

A

Material moves sideways on a firm clay base without gravity’s full effect.

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10
Q

How is mass movement different on a small scale?

A

Contained within a small area, with retaining structures usually sufficient for stabilization.

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11
Q

What are tailings in mining?

A

Pulverized rock mixed with chemicals, creating a toxic slurry.

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12
Q

Why are tailing dams considered unstable?

A

They’re built with small dikes that can be breached by water pressure.

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13
Q

What are two purposes of retaining structures?

A

To create space (temporary or permanent) and stabilize soil or slopes and excavations.

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14
Q

What is a Serviceability Limit State (SLS) in retaining structures

A

A state where deformation leads to ground loss or infrastructure damage.

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15
Q

What are the four primary concerns in retaining structure design?

A

Bearing capacity, sliding, overturning, and general instability

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16
Q

How does a gravity wall provide stability?

A

Through its self-weight

17
Q

What’s notable about cantilever retaining walls?

A

They’re slender and economical, commonly used in urban areas but prone to deformation.

18
Q

How does a tieback wall increase stability?

A

Through soil nails that add strength.

19
Q

What is the purpose of bracing in excavations?

A

To prevent wall deformation.

20
Q

How can the surface of retaining walls enhance stability?

A

With rough textures or patterns to increase friction.

21
Q

What is the primary resistance mechanism of a cantilever wall?

A

Wall embedment into the foundation soil.

22
Q

What distinguishes a tieback wall?

A

It borrows resistance from soil behind the wall using tiebacks.

23
Q

What is the purpose of bracing in a braced excavation?

A

To prevent deformation by providing additional stiff elements.

24
Q

How are soil nails used in slope stabilization?

A

Installed in natural soil, they extend beyond the potential slip plane for reinforcement.

25
Q

What are geotextiles and how are they used in retaining walls?

A

Made of PVC, used for economical and sustainable wall reinforcement.

26
Q

In terms of soil-structure interaction, what are the soil conditions to consider?

A

At-rest, active, and passive soil pressures.

27
Q

What is K_0 in soil mechanics?

A

At-rest lateral earth pressure coefficient.

28
Q

What state occurs when a wall moves away from the soil?

A

Active state.

29
Q

What is the formula for active earth pressure coefficient (k_A )?

A

k _A =1−sin(ϕ)/(1+sin(ϕ)).

30
Q

In which state is the soil being pushed by the wall?

A

Passive state.

31
Q

What’s the relationship between
k_A and k_P (passive earth pressure coefficient)?

A

k _A=1/k _P

32
Q

What is OCR in the context of
K_0?

A

Over-consolidation ratio.

33
Q

How do earth pressure coefficients rank?

A

k _p >k _0 >k_a

34
Q

What is the formula for effective horizontal stress (σ’_H) in soils?

A

σH′=Kσ_v′in hydrostatic conditions without shear resistance.

35
Q

What are the assumptions of Rankine’s design method for retaining walls?

A

The wall is vertical, frictionless against soil, in a horizontal, dry soil surface, rigid, and the soil is loose and in an at-rest state.