Construction technology and environmental services (L1) Flashcards
What is a foundation?
- It is a base on which a building rests
- Its purpose is to transfer the combined dead, imposed and wind loads to the subsoil beneath the foundation
- Without causing settlement or movement in any part of the building
What are the different types of foundation?
- Pad (Shallow)
- Piles (Deep)
- Raft (Shallow)
- Strip footings (Shallow)
How are foundation types categorised?
- Shallow
- Deep
When are shallow foundation types used?
When the loads imposed by a structure are low relative to the bearing capacity of top surface soils
When are deep foundation types used?
When the bearing capacity of the top surface soils are not adequate to support the loads imposed by the structure and so those loads need to be transferred to deeper layers of soil with higher bearing capacity
What factors can impact the choice of a foundation type?
- Nature of the load requiring support
- Ground conditions
- Presence of water
- Sensitivity to noise and vibration
What is a pad foundation?
-It is a shallow foundation type
- They are rectangular, square or circular pads’
- They support concentrated point loads from framed buildings
When would you use a Pad foundation?
- To support concentrated point loads from framed structures (a pad foundation is used directly under the column)
- It is a shallow foundation type and so
- Requires surface soils that have sufficient bearing capacity to support the loads imposed and a
- Low water table (otherwise a pile foundation maybe used as an alternative to support the concentrated point loads)
What is a pile foundation?
-It is a deep foundation type
- They are long, slender sections made from steel, concrete or timber
- They can be classified based on thier
- Basic design function e.g. end-bearing or friction or
- Thier installation method e.g. displacement/ driven or replacement/ bored
When would you use a Pile foundation?
- For framed buildings where concentrated point loads from the columns are exerted upon the foundations
- It is a deep foundation type so are used where the surface soils are insufficient to support the loads imposed and a higher water table (otherwise a pad foundation maybe used as an alternative to support the concentrated point loads)
How are pile types classified?
They can be classified by their
- Basic design function (end-bearing or friction) or
- Method of construction (Displacement/ Driven) or (Replacement/ Bored)
How would you characterise end-bearing piles?
- They transmit load directly to firm strata
- They develop most of its friction at the toe of the pile, bearing on a hard layer
- Suitable when harder layers are NOT too deep
How would you characterise friction piles?
- The pile transmits the loads to surrounding soil by friction between the surface of the pile and the soil
- They develop most of the pile-bearing capacity by shear stress along the sides of the piles
- Suitable when harder layers are TOO deep
How would you characterise Displacement/ Driven piles?
- They are set into the ground by force
- This can be by driving, vibrating or jacking the pile into the ground
- They displace the surrounding earth
What are the different types of displacement/ driven piles?
- Pre-cast concrete
- Steel (inc sheets and cast in place with a hollow tube/ casing and wet concrete if borehole needs support before concrete is poured)
- Timber
What are the advantages of displacement/ driven piles?
- Not effected by high water table
- Pre-fabricated (made to measure and quality benefits)
- Can connect piles together achieving required depth
- Install produces limited soil for removal and disposal
What are the disadvantages of displacement/ driven piles?
- Noise produced is loud
- Vibration may cause problems to adjacent structures
-Pile diameter is limited as the larger they are the harder they are to drive in - Slower than CFA replacement piling
When would you use displacement/ driven piles?
- When noise is not of concern and
- When the site is not congested, where adjacent building maybe structurally impacted from vibrations
How would you characterise replacement/bored piles?
- They are formed by removing a volume of soil and replacing it with in-situ concrete
What are the different types of replacement/ bored piles?
- Bored (concrete poured after the hole is bored)
- CFA (Continuous Flight Auger - concrete poured at same the time as the hole is bored)
- Large diameter rotary bored (for piles in excess of 600mm diameter)
What are the advantages of replacement/ bored piles?
- Does not cause vibration
- Does not cause noise
- Quicker compared to driven piles
- Does not cause ground heave as ground is not displaced
What are the disadvantages of replacement/ bored piles?
- Limited depth can be achieve compared to driven piles (which can be connected)
- Need to export of material off site
- In-situ concrete maybe affected and weakened in ground of high water table