Ground Investigation

As a matter of good practice and a legal requirement of most local authorities, a ground investigation of the site is generally carried out to help identify past land uses, stability, and potential problems. These investigations allow data to be accumulated and used for effective design, as well as allowing any potential defects or issues, such as contamination or abandoned mine workings, to be considered.

An assessment of ground conditions typically includes geology, hydrology, hydrogeology, soil conditions, and contaminated land issues.

Site Clearance

As part of the initial preparatory works, the site will generally need to be cleared and the topsoil taken up from the footprint of the structure. The depth will depend on the lay of the land, and if it is a sloping site then the ground may need to be leveled. If required, retaining walls may be constructed in order to create level development platforms. 

Substructure and Ground Stabilisation

Substructure is defined by the RICS as ‘All work below underside of screed or, where no screed exists, to underside of lowest floor finishes including damp-proof membrane, together with relevant excavations and foundations (includes walls to basements designed as retaining walls).’

Retaining walls can be made from stone, brick or blockwork, reinforced concrete , or timber. Basement excavations commonly use sheet piling which is a relatively cheap method of retaining wall construction. This involves the use of a large-scale hydraulic jackhammer to drive steel sheet piles into the ground and interlocked, forming a continuous wall.

Other methods of ground stabilisation include:

Soil Nails
Holes drilled and steel bars inserted into the slope face which are then grouted in place. Mesh is attached to the bar ends to hold the slope face in place.

Ground anchors
Steel cables with metal wedges on their ends. The metal wedge end is driven pneumatically into the slope face to the desired depth, the cable pulled taut and attached to a finishing plate to maintain tension.

Geo-synthetic materials
These can be incorporated into retaining walls and embankments and provide reinforcement. Geotextiles are woven and allow the passage of groundwater through them. Geomembranes are impermeable and are typically used as liner materials. Geo composites combine both materials.

Foundations provide support for structures, transferring their load to layers of soil or rock that have sufficient bearing capacity and suitable settlement characteristics. There are a very wide range of foundation types suitable for different applications, depending on considerations such as; The nature of the load requiring support, Ground conditions, The presence of water, accessibility, and sensitivity to noise and vibration.

Very broadly, foundations can be categorised as shallow foundations or deep foundations. Shallow foundations are typically used where the loads imposed by a structure are low relative to the bearing capacity of the surface soils.

Deep foundations are necessary where the bearing capacity of the surface soils is not adequate to support the loads imposed by a structure and so those loads need to be transferred to deeper layers with higher bearing capacity.

Services

Site services may include temporary and permanent drainage and other utility connections. Complex sites may require specialist tunnelling or shaft sinking solutions to enable service ducts and cabling to the installed. Existing services such as water and electricity cables may also need to be altered.

Landscape

Landscaping may include earthworks to remodel the site and hard landscape such as ‘black top’ surfacing of roads and car parks.

Foundations provide support for structures, transferring their load to layers of soil or rock that have sufficient bearing capacity and suitable settlement characteristics to support them.

There is a very wide range of foundation types suitable for different applications, depending on considerations such as:

  • The nature of the load requiring support.
  • Ground conditions.
  • The presence of water.
  • Space availability.
  • Accessibility.
  • Sensitivity to noise and vibration.

Very broadly, foundations can be categorised as shallow foundations or deep foundations.

Shallow foundations are typically used where the loads imposed by a structure are low relative to the bearing capacity of the surface soils.

Deep foundations are necessary where the bearing capacity of the surface soils is not adequate to support the loads imposed by a structure and so those loads need to be transferred to deeper layers with higher bearing capacity.

Types of shallow foundations

Strip foundations / footings

Strip foundations provide a continuous strip of support to a linear structure such as a wall. For more information, see Strip foundation.

Trench fill foundations are a variation of strip foundations, in which the trench excavation is almost completely filled with concrete. For more information see: Trench fill foundation.

Rubble trench foundations are a further variation of trench fill foundations and are a traditional construction method that uses loose stone or rubble to minimise the use of concrete and improve drainage.

Pad foundations

Pad foundations are rectangular or circular pads used to support localised loads such as columns.

Raft foundations

Raft foundations are slabs that cover a wide area, often the entire footprint of a building, and are suitable where ground conditions are poor, settlement is likely, or where it may be impractical to create individual strip or pad foundations for a large number of individual loads. Raft foundations may incorporate beams or thickened areas to provide additional support for specific loads.

Types of deep foundations

Piles

Pile foundations are long, slender, columns typically made from steel or reinforced concrete, or sometimes timber.

Generally, piles are classified as; end-bearing piles (where most of the friction is developed at the toe of the pile, bearing on a hard layer), or friction piles (where most of the pile-bearing capacity is developed by shear stresses along the sides of the pile, suitable when harder layers are too deep).

Piles are most commonly; driven piles prefabricated off-site and then driven into the ground or bored piles that are poured in situ. If the boring and pouring takes place simultaneously, the piles are called continuous fight augured (CFA) piles.

Mini piles (or micro piles/micropiles)

Mini piles are used where access is restricted, for example, underpinning structures affected by settlement. They can be driven or screw piles.

Pile walls

By placing piles directly adjacent to one another, a permanent or temporary retaining wall can be created. These can be closely-spaced contiguous pile walls, or interlocking secant walls, which depending on the composition of the secondary intermediate piles can be hard/soft, hard/firm, or hard/hard secant walls

Diaphragm walls

Diaphragm walls are made by excavating a deep trench that is prevented from collapsing by being filled with engineering slurry such as bentonite and then the trench is filled with reinforced concrete panels, the joints between which can be water-tight.

This is commonly used for top-down construction, where a basement is constructed at the same time as above ground works are carried out.

Caissons

Caissons are watertight retaining structures sunk into the ground by removing material from the bottom, typically this might be suitable for building structures below water level.

Compensated foundations

If a very large amount of material is excavated (for example, where there is a deep basement), it may be sufficient that the relief of stress due to the excavation is equal to the applied stress from the new construction. As a result, there should be little effective change in stress and little settlement.

Ground anchors

Ground anchors transfer very high loads by using a grouted anchor to mechanically transfer load from a tendon to the ground. They can be pre-tensioned or can be tensioned by the applied load.

Menu