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CHAPTER 1 : SUBSTRUCTURE

Total questions: 15

Worksheet time: 5mins

Name
Class
Date
1.

WHICH OF THESE ARE NOT THE PART OF THE CLAY PROPERTY

a)

FINE PARTICLE

b)

LESS WATER RETENTION

c)

DRAIN POORLY

d)

LESS SPACE TO LET AIR PASS

2.

THIS METHOD OF SOIL INVESTIGATION ALLOWS TO TEST MORE DEPTH OF SOIL INVESTIGATION

a)

BOREHOLES

b)

MAKINTOSH

c)

TRIAL PITS

d)

HAND AUGER

3.

THIS METHOD HAS A HIGH HUMAN ERROR IN CONDUCTING THE SOIL INVESTIGATION

a)

TRIAL PIT

b)

PROBE TEST

c)

BOREHOLES

d)

CONE PENETROMETER

4.

THIS METHOD HAS A HIGH HUMAN ERROR IN CONDUCTING THE SOIL INVESTIGATION

a)

TRIAL PIT

b)

PROBE TEST

c)

BOREHOLES

d)

CONE PENETROMETER

5.

WHICH OF THESE DOESN'T BELONG TO THE TYPE OF SHALLOW FOUNDATION

a)

STRIP FOUNDATION

b)

RAFT FOUNDATION

c)

PAD FOUNDATION

d)

PILING

6.

WHICH OF THESE FOUNDATION ALLOWS AN OPENING TO THE CELL WALL TO BE INTRODUCE SO THAT THE VOID COULD BE UTILIZED

a)

RAFT FOUNDATION

b)

STRIP FOUNDATION

c)

PAD FOUNDATION

d)

PILING FOUNDATION

7.

THIS TYPE OF PILING ARE USED WHEN THERE ARE NO FIRM STRATA AT REASONABLE DEPTH.

a)

END BEARING PILE

b)

FRICTION PILE

c)

STEEL PILE

d)

PRECAST PILES

8.

TYPE OF FOUNDATION THAT SUITED TO THE ROCK SOLID GROUND WITH DENSE SILTY SAND FOR SMALL BUILDING

a)

BORED PILE

b)

BASEMENT RAFT FOUNDATION

c)

SHALLOW STRIP FOUNDATION.

d)

DRIVEN PILES

9.

WHEN THE FORCE ARE HEAVY IN THE MIDDLE OF RETAINING WALL, IT COULD CAUSE THE RETAINING WALL TO

a)

SLIDE

b)

OVERTURNING

c)

UNDERMINING

d)

CRUSHED

10.

NAME THIS TYPE OF RETAINING WALL

a)

GRAVITY WALL

b)

PILING WALL

c)

CANTILEVER WALL

d)

ANCHORED WALL

11.

FUNCTION OF WEEP HOLE IS TO

a)

REDUCE WEIGHT

b)

REDUCE HUMIDITY

c)

REDUCE LATERAL PRESSURE

d)

REDUCE HYDROSTATIC PRESSURE

12.

THIS WATERPROOFING TECHNIQUE HELPS TO PROTECT THE STRUCTURAL ELEMENT AND KEEP THE HYRDROSTATIC PRESSURE IN PLACE

a)

INTERNAL MEMBRANE TANKING

b)

EXTERNAL MEMBRANE TANKING

13.

THIS TYPE OF WATERPROOFING IS THE MOST SUITABLE FOR RENOVATION OF BASEMENT THAT IS LOCATED IN CITY CENTRE WHERE THE BUILDING IS CLOSE TO ONE ANOTHER

a)

INTERNAL MEMBRANE TANKING

b)

EXTERNAL MEMBRANE TANKING

14.

THIS TYPE OF RETAINING WALL IS SUITABLE TO BE BUILT IN A WATER BODY AREA

a)

GRAVITY WALL

b)

ANCHORED WALL

c)

SHEET PILING WALL

d)

CANTILEVER WALL

15.

WHICH OF THESE ARE NOT THE MAIN SCOPE OF SOIL INVESTIGATION

a)

SITE ANALYSIS

b)

IN-SITU TESTING

c)

REPORTING

d)

TYPE OF PILING