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D69 QUIZ OF THE DAY

Authored by WINCENTRE CLASSES

Professional Development

Professional Development

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D69 QUIZ OF THE DAY
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29 questions

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1.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Which part of a cantilever retaining wall acts like a vertical cantilever under earth pressure?

Heel slab
Toe slab
Stem
Shear key

Answer explanation

The stem behaves like a vertical cantilever under the lateral earth pressure from backfill.

2.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

The heel slab in a cantilever retaining wall acts as a cantilever in which plane?

Vertical plane
Horizontal plane
Inclined plane
None

Answer explanation

Heel slab acts as a cantilever in horizontal plane carrying the weight of soil above it.

3.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

What is the main structural effect of counterforts in retaining walls?

Increase overturning
Reduce bending moments
Increase wall weight
Drain water

Answer explanation

Counterforts reduce bending moments in the stem and heel by acting as triangular struts.

4.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Which type of retaining wall is most economical for heights above 15 m?

Gravity wall
Semi-gravity wall
Counterfort wall
Cantilever wall

Answer explanation

Counterfort retaining walls are most economical for tall walls, even beyond 15 m.

5.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Which non-RCC retaining wall uses stone-filled wire baskets?

Gabion wall
Crib wall
Soil nail wall
Sheet pile

Answer explanation

Gabion walls consist of stone-filled wire baskets providing mass and drainage.

6.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

What is the main purpose of IS 14458?

Seismic detailing
Retaining wall design
Wind load calculation
Steel structure design

Answer explanation

IS 14458 provides guidelines for design and construction of retaining walls.

7.

MULTIPLE CHOICE QUESTION

1 min • 1 pt

Which load is considered using Mononobe-Okabe theory?

Live load
Seismic earth pressure
Wind load
Dynamic load

Answer explanation

The Mononobe-Okabe theory is used to calculate seismic earth pressure on retaining walls.

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