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Building Technology 1 Construction

Total questions: 50

Worksheet time: 25mins

Name
Class
Date
1.

The activities of the demolition of buildings and other structures, clearing sites that includes grading, landscaping and construction roads where anything previously located has been cleared to make project site free of obstruction

a)

Site Preparation

b)

Construction

c)

Clearing

d)

Stripping

2.

Removal and disposal of trees, snags, stumps, shrubs, bushes and other vegetative growth on site

a)

Site preparation

b)

Clearing

c)

Burning

d)

Stripping

3.

Removal and disposal of trees, snags, stumps, shrubs, bushes and other vegetative growth on site

a)

Site preparation

b)

Clearing

c)

Burning

d)

Stripping

4.

Land clearing methods where trees are pushed over and hauled off the land with the roots intact

(a)  

5.

Land clearing method where it begins with cutting down trees but the stumps are left in the ground

(a)  

6.

Land clearing method where there is a removal and disposal of all organic sod, topsoil, grass and grass roots and other objectionable material remaining after clearing and grubbing from the area

(a)  

7.

Most important and commonly used machine for large projects used for leveling and clearing land. It is a heavy tractor with vertical blade at the front used for site clearance, excavation and push the land material forward and leveling earth fills.

(a)  

8.



(a)  

9.



(a)  

10.



(a)  

11.



(a)  

12.



(a)  

13.

Branch of engineering mechanics that describes the behavior of soils.

a)

Geotechnical engineer

b)

Soil Engineering

c)

Geology

d)

Soil Mechanics

14.

Person who classifies the soil particle types by performing tests on disturbed samples of soil

a)

Geotechnical engineer

b)

Soil Engineer

c)

Geologist

d)

Soil Mechanics

15.

A soil classification system used in engineering and geology to describe the texture and grain size of a soil

a)

USCS

b)

AASHTO

c)

ASTM

d)

ANSI

16.

Layer of broken stones thrown together irregularly on an embarkment slope to prevent erosion

a)

Gabions

b)

Cribbing

c)

Riprap

d)

Bin Wall

17.

Cellular framework of squared steel, concrete or timber members, assembled in layers at right angles and filled with earth or stones

a)

Gabions

b)

Cribbing

c)

Riprap

d)

Bin Wall

18.

A type of gravity retaining wall formed by stacking modular, interlocking precast concrete units and filling the voids with crushed stone or gravel

a)

Gabions

b)

Cribbing

c)

Riprap

d)

Bin Wall

19.

Galvanized or PVC coated wire baskets filled with stones and stacked to form an abutment

a)

Gabions

b)

Cribbing

c)

Riprap

d)

Bin Wall

20.

A structure designed and constructed to resist the lateral pressure of soil when there is a desired change in ground elevation that exceeds the angle of repose of the soil

a)

Retaining Wall

b)

Cantilevered Wall

c)

Gravity Wall

d)

Concrete Wall

21.

Retaining walls are also called ___

a)

Breast Wall

b)

L-Type Wall

c)

Piling Wall

d)

Concrete Wall

22.

A masonry or concrete retaining wall that resists overturning and sliding by the sheer weight and volume of its mass.

a)

Gravity Wall

b)

Cantilevered Wall

c)

Piling Wall

d)

Counterfort Retaining Wall

23.
a)

Gravity Wall

b)

Cantilevered Wall

c)

Piling Wall

d)

Counterfort Retaining Wall

24.
a)

Anchored Wall

b)

Cantilevered Wall

c)

Piling Wall

d)

Counterfort Retaining Wall

25.
a)

Anchored Wall

b)

Cantilevered Wall

c)

Piling Wall

d)

Counterfort Retaining Wall

26.

Retaining wall that have thin vertical slabs, spaced at regular intervals equal to 1/2 the wall height

a)

Earth Tieback Wall Wall

b)

Buttressed Retaining Wall

c)

Piling Wall

d)

Counterfort Retaining Wall

27.

Foundation in building construction is also called __

a)

Groundsill

b)

Ground Mat

c)

Footing Bed

d)

Founding Support

28.

Type of foundation that are employed when stable soil of adequate bearing capacity occurs relatively near to the ground surface

a)

Deep Foundation

b)

Pile Foundation

c)

Caisson Foundation

d)

Shallow Foundation

29.

Type of foundation that are employed when the soil pressure underlying a foundation is unstable or of inadequate soil to transfer building loads to a more appropriate bearing stratum of rock or dense sands and gravel well below the superstructure

a)

Deep Foundation

b)

Pile Foundation

c)

Caisson Foundation

d)

Shallow Foundation

30.

The lowest part of a shallow foundation. They are extended laterally to distribute their load over an area of soil wide enough that the allowable bearing capacity of the soil is not exceeded

a)

Beam

b)

Footing

c)

Girder

d)

Slab

31.

Common Forms of Spread Footings

a)

Strip Footing

b)

Isolated Footing

c)

Combined Footing

d)

Grade Beam

32.

Type of Isolated Footing (The 3rd Figure)

a)

Strip Footing

b)

Sloped Footing

c)

Stepped Footing

d)

Continuous Footing

33.

A continuous or strip footing that changes levels in stages to accommodate a sloping site or bearing stratum and maintain the required depth at all points around a building with the center having the thickest part of the building

a)

Stepped Strip Footing

b)

Stepped Isolated Footing

c)

Combined Footing

d)

Continuous Footing

34.

Type of combined footing where the column loads are assumed to be of unequal magnitude

a)

Raft Footing

b)

Triangular Footing

c)

Trapezoidal Combined Footing

d)

Rectangular Footing

35.

It is a reinforced concrete beam supporting a bearing wall at or near the ground level and transferring the load to isolated footings, piers or piles.

a)

Mat Foundation

b)

Cantilever Footing

c)

Grade Beam

d)

Ground Footing

36.

A reinforced concrete footing connected by a tie beam to another footing in order to balance an asymmetrical imposed load, as at the perimeter of a building site; also called strap footing or connected footing

a)

Cantilever Footing

b)

Combined Footing

c)

Stepped Isolated Footing

d)

Grade Beam

37.
a)

Grillage Foundation

b)

Cellular Foundation

c)

Ribbed Mat Foundation

d)

Floating Foundation

38.

A composite structure of reinforced concrete slabs and basement walls serving as a mat foundation

a)

Grillage Foundation

b)

Cellular Foundation

c)

Ribbed Mat Foundation

d)

Floating Foundation

39.

A foundation used in yielding soil, having for its footing a raft placed deep enough that the weight of excavated soil is equal to or greater than the weight of the construction supported

a)

Grillage Foundation

b)

Cellular Foundation

c)

Ribbed Mat Foundation

d)

Floating Foundation

40.

Type of deep foundation use when the soil mass directly below the construction is not suitable or too weak to support the raft mat or any direct bearing of footings.

a)

Floating Foundation

b)

Pile Foundation

c)

Caisson Foundation

d)

Light Foundation

41.

A long slender column of wood, steel, or reinforced concrete, driven or hammered vertically into earth to form part of a foundation system.

a)

Pier

b)

Caisson

c)

Pile

d)

Bulb

42.

A footing-like member which joins the heads of a cluster of piles in order to distribute the load from a cluster of grade beam equally among the piles

a)

Pile Cap

b)

Pile Cover

c)

Bulb

d)

Pedestal Pile

43.

A bulge cast or formed at the bottom of a cast-in-place concrete pile to enlarge its bearing area and strengthen the bearing stratum by compression

a)

Mandrel

b)

Casing

c)

Bulb

d)

Pedestal Pile

44.

It is used to resist lateral pressure of the earth and to form a wall that is intended to be watertight.

a)

Sheet Pile

b)

Soldier Pile

c)

Driven Pile

d)

Fender Pile

45.

Type of pile used in the image

a)

Sheet Pile

b)

Soldier Pile

c)

Driven Pile

d)

Fender Pile

46.

This is used as foundation elements where high loads must be transferred to deep, load-bearing soil layers.

a)

Driven Pile

b)

Soldier Pile

c)

Bored Pile

d)

Fender Pile

47.

Which is a type of a Caisson

a)

Pneumatic Caisson

b)

Box Caisson

c)

Open Caisson

d)

All of the above

48.

What type of pile is best use if it is desired to have a minimal disturbance and used in noise and environmentally sensitive sites

a)

Driven Pile

b)

Soldier Pile

c)

Auger Cast pile

d)

Fender Pile

49.

A pile often used for foundations in urbanized areas or in locations with restricted access and for underpinning or emergency repairs because they can be installed in virtually any ground condition with minimal vibration and disturbance to existing structures

a)

Cofferdam

b)

Under Reamed Piles

c)

Silent Type Pile

d)

Micro Piles

50.

A temporary enclosure in a river, lake, etc. to keep water from the enclosed area prior to the construction of a permanent structure

a)

Cofferdam

b)

Caisson

c)

Bearing

d)

Piles