Foundations Flashcards

1
Q

What are the functions of foundations

A

To transmit combined foundation and ground loads (dead, live, wind),

Any movement of the ground caused by swelling, shrinkage, or freezing of the subsoil, should not impair the stability of the building

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2
Q

What are the 5 types of soils found ?

A

Rocks
Classified as igneous, sedimentary and metamorphic
Ie granite (high bearing capacity), hard limestone

Non- inclusive soils
Ie Gravel and sand (bearing capacity depends on density, grading and particles size)

Cohesive soils (sticks together)
Ie Clay settle

Peat and organic soils
Made of fibrous vegetable matter, clay or sand silt (not stable ground for foundations)

Made up ground
Variety of material & variable compaction and settlement (unsuitable for foundations)

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3
Q

What are the three main types of loads on foundations

A

Dead loads - static or constant weight created by the buildings, materials and structural elements. Ie external and internal walls, Floors, doors, windows, ceilings, roofs ,basement

Live loads- known as impose loads. They are moveable loads ie furniture, white goods, people etc. also includes variable loads caused by weather conditions such as rain or snow

Wind loads - (earthquake load) can be positive or negative. It’s the load placed on a structure by wind. Loads are calculated to combat this in high structures

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4
Q

What are the two types of foundations

A

Shallow
Deep

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5
Q

What are shallow foundations ? 3 points

A

Found near the finished ground surface

Depth is generally less than the width of the footing, less than 3m.

Shallow foundations are strip (trenchfill), pad, raft and short bore pile and beam

Unsuitable in weak or highly compressible soil

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6
Q

What are deep foundations ? 7points

A

Found deep underground, greater than 3m

Used for structures with high loads, like deep basements and multi- storey structures

Where the soil is weak

Used when trees and vegetation are near the structure

Include pile, peers and compensated foundations

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7
Q

What are the 4 types of strip foundations ?

A

Traditional shallow strip foundations
Wide strip foundations
Deep strip foundations
Trenchfill

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8
Q

Draw a strip foundation

A
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9
Q

Where is a pad foundation used and draw it

A

Used under isolated piers or columns

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10
Q

Where is a raft foundation used (2 points) and draw it ?

A

Used for lightly loaded structures on soils with poor bearing capacity heavily loaded frame structures,

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11
Q

Where is short bore pile and beam foundation used and draw it

A

Used when strip foundation is unsuitable due to ground conditions.
Usually depths of 2-3m long piles

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12
Q

What are the 6 advantages of short, bore pile and beam foundations ?

A

Clay heave or shrinkage is not affected in clay soils

Groundwater can percolate between piles

Tree roots have little effect

No dewatering is required when piling

Less concrete used then strip

Uses precast connect beams, saves time

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13
Q

What are the 2 disadvantages of short bore pile and beam foundations

A

The technique require specialist plant and labour
Piling requires a pile rig

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14
Q

What are the 4 main types of materials use for pile foundations?

A

Timber, steel ,concrete and composite piles

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15
Q

What are the 2 functions of pile foundations?

A

To transmit a foundation load to a solid ground
To resist vertical, lateral and uplift load

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16
Q

What are the main components of pile foundation?

A

Pile cap and the piles

17
Q

Draw the pile pressure, bubble and down drag diagrams

A
18
Q

What are the 4 Advantages of pile foundations

A

Less excavation than deep strip foundations

Less concrete used than deep strip foundations

Quick

Constructible on shrinkable Clays

19
Q

Disadvantages of pile foundations

A

Require specialist equipment

beams and slabs require reinforcement

does not reduce ground movement around the building’s perimeter

20
Q

Draw pile and ground beam foundation

A
21
Q

Advantages of pile and beam foundation

A

In clay soils clay heave or shrinkage is not affected

Groundwater can percolate between piles

Dewatering not required

Reduced spoil and ground disturbance

Less concrete than strip

Precast concrete beams used, save time

22
Q

Disadvantages of pile and beam foundations

A

Cost
Specialist plan and labour required

23
Q

Draw pile and beam foundation

A
24
Q

Draw pile foundation

A
25
Q

When are deep or pile foundations suitable?

A

For the construction of multi-storey buildings- pile, piers or compensated foundations used

For deep basements

Suitable when the transfer of loads need to be deep within the ground and competent strata.

When there is no loadbearing capacity of the soil at its geographical location. Results in depths of 3m below floor level

Drainage of water runs off hard & soft surfaces effecting the topography

When vegetation, plants and tress are excessive and can’t be removed

26
Q

What are the Foundation forces

A

F1 The bearing pressure exerted by the load of a building
F2 the bearing capacity of subsoil on which foundations are supported.

27
Q

What is it called when the foundation forces are equal ?

A

Equilibrium state

28
Q

What is pier foundation ? (3 points)

A

Constructed at a shallow depth

Normal consist of a cylindrical column of large diameter

Used when there is a firm bearing of strata

29
Q

Draw the foundation forces F1 F2

A
30
Q

Draw combination piles

A
31
Q

What are the classification of piles

A

Displacement piles
Non-displacement piles

32
Q

What are displacement piles

A

Piles that are driven or jacked into the ground

33
Q

Name 4 displacement piles

A

Pre-cast concrete
Pre-fabricated steel
Cast insitu concrete
Screw pile

34
Q

What are non-displacement piles

A

Soil is removed and the pile is placed in

35
Q

Name 3 non-displacement piles

A

Bored
Continuous flight auger
Mini-pile/micro pile

36
Q

What are the 2 advantages of displacement piles

A

Rapid installation

minimal generation of spoil

37
Q

What the 4 disadvantages of displacement piles

A

Noise and vibration
Potential ground heave
May not be allowed use on obstructions
Potential driving induced damage to pile

38
Q

What are the 2 advantages of non-displacement piles ?

A

Limited noise and vibration
Method can be used to verify ground conditions 

39
Q

What are the 3 disadvantages of non-displacement piles?

A

Quality of workmanship and tools influences performance
Generation of spoil
Support to boring required in granular soils.