Topic 2a Flashcards

1
Q

types of foundation

A

shallow and deep

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2
Q

types of settlement

A

uniform and differential

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3
Q

describe excessive uniform settlement

A

damages services like pipes, cables entering buildings and pavements

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4
Q

describe excessive differential settlement

A

damage to structural elements such as beams and columns, more dangerous than uniform settlement and limited to only 25mm

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5
Q

describe shallow foundation

A

transfers vertical loads by direct bearing on soil close to bottom of the supported structure and a short distance below ground surface

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6
Q

types of shallow foundation

A

continuous strip wall footing, isolated footing, combined footing, raft or mat foundation

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7
Q

describe continuous strip wall footing

A

used for walls, resist sliding/overturning and spans over uneven ground

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8
Q

why does isolated footing have to be reinforced

A

footing must be reinforced in 2 directions as there is a cantilever effect from the concentrated column loading at the center

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9
Q

types of forces acting on isolated footing

A

column load, weight of backfill, weight of column stump

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10
Q

where is combined footing used

A

for closely spaced columns supported by a single column and occurs where columns are close to other construction

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11
Q

describe raft or mat foundation

A

large footing supporting several columns on 2 or more rows and has one big pad for the whole structure

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12
Q

where is raft or mat foundation used

A

where soil has low bearing capacity

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13
Q

describe the method of constructing footing

A
  1. mark out position of footing
  2. excavate soil to RL of the bottom of footing using backactor
  3. lay a layer of lean concrete at the bottom for a good working platform
  4. fabricate and install formwork and steel cage for footing
  5. after inspection for formwork sturdiness and correct no. of rebars, casting of concrete can proceed
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14
Q

m/e for surveying

A

automatic level, theodoline, plumb line

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15
Q

manpower for surveying

A

surveyor, surveying assistant

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16
Q

m/e for shallow excavation

A

backactor, changkol

17
Q

manpower for shallow excavation

A

excavator driver, general worker, banksman

18
Q

m/e for timber formwork

A

sawing machine, manual saw, hammer, nails

19
Q

manpower for timber formwork

A

carpenter

20
Q

m/e for rebar/steelwork

A

bar bending machine, cutting machine

21
Q

manpower for rebar/steelwork

A

steel worker

22
Q

m/e for concreting work

A

air compressor, concrete vibrator, power float

23
Q

manpower for concreting work

A

concreterd

24
Q

when is pile foundation used

A

used when near-surface soil is poor

25
Q

what can pile foundation be made of

A

timber, concrete and steel

26
Q

what are the main groups of pile foundation

A

driven and bored piles

27
Q

describe driven piles

A

preformed piles are driven into the ground by piling hammers

28
Q

describe bored piles

A

boring rig is used for drilling a hole to required depth, then steel cage is lowered into the bored hole, then concrete is poured to form the bored pile

29
Q

what can piles be classified into

A

friction piles, end-bearing piles and compaction piles