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Retaining Walls, Slope Stabilisation, GW Control & Excavations

Total questions: 20

Worksheet time: 10mins

Name
Class
Date
1.

1. What is the main goal of groundwater control during excavation?

a)

To remove all water from the ground

b)

To lower the water table below bedrock

c)

To keep the excavation dry, stable, and safe

d)

To maintain water at natural levels throughout construction

2.

Which of the following best describes a “perched water table”?

a)

Water that seeps from groundwater drains

b)

A small, trapped pocket of water above the main water table

c)

The top of the water table in bedrock

d)

Water confined under artesian pressure

3.

Which Irish legislation specifically covers safety in excavations?

a)

Building Control Regulations 2014

b)

Safety, Health and Welfare at Work (Construction) Regulations 2013

c)

Health and Safety at Work Act 2005

d)

Building Regulations Part C

4.

Which of the following retaining walls relies mainly on its own weight for stability?

a)

Cantilever wall

b)

Counterfort wall

c)

Gravity wall

d)

Secant pile wall

5.

Which slope stabilisation method involves drilling and grouting steel bars into the ground?

a)

Soil nailing

b)

Grouting

c)

Surcharging

d)

Compaction

6.

What type of shoring system uses interlocking steel sections driven into the ground?

a)

Soldier pile and lagging

b)

Timber shoring

c)

Steel sheet piles

d)

Diaphragm wall

7.

Which dewatering method is best suited for shallow excavations in coarse, free-draining soils?

a)

Sump pumping

b)

Wellpoint system

c)

Deep wells

d)

Ground freezing

8.

Which type of retaining wall is constructed before excavation begins, forms part of the permanent basement structure, and provides a watertight reinforced concrete wall for deep excavations?

a)

Diaphragm wall

b)

Soldier pile and lagging wall

c)

Sheet pile wall

d)

Reinforced soil wall

9.

Which statement about counterfort and buttressed retaining walls is correct?

a)

Counterforts are placed on the front face of the wall

b)

Buttresses are placed on the soil side

c)

Counterforts are at the back, buttresses at the front

d)

Both types are used only for low-height walls

10.

Which slope stabilisation method primarily aims to reduce pore water pressure and improve stability before construction?

a)

Soil replacement

b)

Surface and subsurface drainage

c)

Surcharging

d)

Soil nailing

11.

What is the main purpose of a grout curtain?

a)

To collect groundwater for reuse

b)

To form a low-permeability barrier that prevents water flow

c)

To strengthen concrete walls

d)

To cool the soil and prevent swelling

12.

Which of the following best describes a soldier pile and lagging system?

a)

Concrete diaphragm wall constructed under slurry

b)

H-section steel piles with horizontal timber or concrete lagging

c)

Reinforced soil wall using geogrids

d)

Sheet piles driven into the ground using a vibro-hammer

13.

In the context of soil improvement, “surcharging” is used to:

a)

Replace soft soils with granular fill

b)

Improve drainage and slope stability

c)

Pre-consolidate soft ground by applying a temporary load

d)

Chemically stabilise weak soils

14.

You are supervising a basement excavation in sandy soil. The excavation depth is 4 m, and minor groundwater seepage is visible. Which method would be most appropriate to control water?

a)

Deep well system

b)

Wellpoint system

c)

Ground freezing

d)

Grout curtain

15.

During a trench excavation, workers notice base heave due to high groundwater pressure. What is the most likely cause?

a)

Inadequate strutting

b)

Insufficient sump depth

c)

Excess upward pore pressure under the base

d)

Surface water infiltration

16.

A site has limited space, nearby buildings, and vibrations must be minimised. Which retaining wall type is most suitable?

a)

Contiguous bored pile wall

b)

Sheet pile wall

c)

Gravity wall

d)

Buttressed wall

17.

Which of the following slope stabilisation methods primarily strengthens soil through chemical reaction?

a)

Lime/cement stabilisation

b)

Soil replacement

c)

Compaction

d)

Surcharging

18.

A bridge pier foundation is being built below river level. The contractor needs to work in the dry. Which structure will they most likely use?

a)

Cofferdam

b)

Caisson

c)

Diaphragm wall

d)

Secant pile wall

19.

Which of the following statements are TRUE regarding the risks of excessive dewatering? (Select TWO)

a)

It may cause settlement of nearby structures

b)

It can undermine nearby foundations by removing supporting groundwater pressure and reducing soil strength

c)

It always improves slope stability

d)

It prevents base heave completely

20.

A contractor installs a secant pile wall around an excavation and also places sump pumps inside the enclosure to remove any seepage that enters. What type of groundwater-control system is being used?

a)

Dewatering system only

b)

Exclusion system only

c)

Combined system (exclusion + dewatering)

d)

Passive drainage system