CHAPTER 1 : SUBSTRUCTURE

WHICH OF THESE ARE NOT THE PART OF THE CLAY PROPERTY

• FINE PARTICLE

• LESS WATER RETENTION

• DRAIN POORLY

• LESS SPACE TO LET AIR PASS

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

• BOREHOLES

• MAKINTOSH

• TRIAL PITS

• HAND AUGER

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

• TRIAL PIT

• PROBE TEST

• BOREHOLES

• CONE PENETROMETER

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

• TRIAL PIT

• PROBE TEST

• BOREHOLES

• CONE PENETROMETER

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

• STRIP FOUNDATION

• RAFT FOUNDATION

• PAD FOUNDATION

• PILING

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

• RAFT FOUNDATION

• STRIP FOUNDATION

• PAD FOUNDATION

• PILING FOUNDATION

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

• END BEARING PILE

• FRICTION PILE

• STEEL PILE

• PRECAST PILES

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

• BORED PILE

• BASEMENT RAFT FOUNDATION

• SHALLOW STRIP FOUNDATION.

• DRIVEN PILES

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

• SLIDE

• OVERTURNING

• UNDERMINING

• CRUSHED

NAME THIS TYPE OF RETAINING WALL

• GRAVITY WALL

• PILING WALL

• CANTILEVER WALL

• ANCHORED WALL