All systems
Technical sheet
A.01A.02
SystemS-10

Raft foundation

A continuous reinforced-concrete slab foundation that distributes the building's loads over the whole footprint, «floating» on weak or uneven soils. Below, a blinding layer and a waterproofing separate it from the ground; a ventilated cavity detaches it from rising damp. It is the building's continuous foot.

FondazioniShallow continuous-slab foundation
B.01
System build-up6 layers
CARICO (pilastri)acqua / radon1. Pavimento2. Platea c.a.3. Isolante4. Impermeab.5. Magrone6. Vespaio

Technical section of the system, from inside (left) to outside (right).

Shallow continuous-slab foundation
Spessore platea
30-80cm
Pressione sul terreno
ridotta (distribuita)
Armatura
doppia maglia
Trasmittanza U (verso terra)
0,20-0,30W/m²K
Copriferro inferiore
≥ 4-5cm
Classe calcestruzzo
≥ C25/30
Descriptive memo

A continuous reinforced-concrete slab foundation that distributes the building's loads over the whole footprint, «floating» on weak or uneven soils. Below, a blinding layer and a waterproofing separate it from the ground; a ventilated cavity detaches it from rising damp. It is the building's continuous foot.

The raft is the foundation that gives up isolated bearing points (footings, beams) to become a single large continuous slab under the whole building. Its logic is to reduce the pressure on the soil by spreading the load over a wide area: where the ground is weak, soft or uneven, the raft «floats» and evens out the settlements, avoiding cracks from differential settlement.

Spreading the pressure: why it is chosen

A building's load, concentrated on columns and walls, generates high pressures on the soil. Splitting it onto separate footings works as long as the ground is good; on low-bearing-capacity soils, however, the footings would become huge and differential settlements (one support sinking more than another) would crack the structure. The raft solves this by joining all the supports into a single rigid slab: the average pressure drops, the settlements even out and the building moves «all together».

Water and damp: separating the raft from the ground

In contact with the ground, the raft must defend itself from water. A blinding layer creates a regular casting surface and protects the bottom reinforcement; over it a waterproofing (membrane or bentonite, which swells to seal) stops the water and, where needed, resists the water-table pressure and the rise of radon gas. A ventilated cavity (dome formwork) finally detaches the lived-in level from the ground, creating a ventilated gap that drives off rising damp.

Pour and curing: mass concrete

The raft is a major pour: thicknesses from 30 to 80 cm and more, with double reinforcement meshes top and bottom. The challenges are the heat of hydration (a massive pour heats up and, cooling unevenly, can crack) and shrinkage. They are managed with low-heat concretes, bay pours with studied joints, moist curing and, where required, shrinkage joints. The bottom cover, guaranteed by spacers on the blinding, protects the reinforcement from corrosion for the whole life of the work.

Systems architecture

Why it works

Pressure distribution
footinghigh pressureraftlow, even pressure

By joining all the supports into a single rigid slab, the raft distributes the building’s load over the whole footprint: the soil pressure drops and the settlements even out. It is the foundation of choice on weak or uneven soils, where separate footings would settle differentially.

Soil pressure by foundation type

Comparison · insulants
Raft
low
Inverted beams
medium
Tied footings
high
Isolated footings
very high

Shorter bar = lower pressure and more uniform settlements. On weak soils the raft is often the only choice; on good soils separate footings are cheaper.

Nodal details

Critical junctions · sections
123456
D.01
Column-raft node

Where the column bears on the raft, the pressure concentrates and the punching-shear risk arises: the top reinforcement is densified (or the raft thickened) to stitch the failure cone. The bottom cover is guaranteed by spacers.

  1. Column
  2. Top reinforcement (punching)
  3. R.C. raft
  4. Bottom reinforcement
  5. Cover + spacers
  6. Blinding
123456
D.02
Raft edge

At the perimeter the waterproofing rises up the kicker wall, sealing the raft continuously. A perimeter gravel drain, with a perforated pipe, drives the water away and reduces the water-table pressure on the edge.

  1. Raft
  2. Waterproofing turned up
  3. Kicker wall
  4. Perimeter drain
  5. Blinding
  6. Ground

Installation controls

Specification · checklist

01 · Soil & excavation

Geotechnical survey and bearing plane
Improvement/compaction of the bottom
Level and flatness of the excavation

02 · Blinding & waterproofing

Levelled, clean blinding
Continuous, turned-up waterproofing
Sealing of penetrations and radon

03 · Reinforcement

Double mesh top and bottom
Spacers for the bottom cover
Punching reinforcement at the columns

04 · Pour

Concrete of the specified class
Bay pours, low heat if massive
Vibration and joint reinstatement

05 · Curing

Prolonged moist curing
Protection from thermal shock
Crack control

Recurring defects

Diagnostics · site
Meccanica
Differential settlement
CauseUneven soil, insufficient geotechnical investigation.
PreventionSoil characterisation, rigid raft, ground improvement where needed.
Termo-igrometrica
Shrinkage / hydration-heat cracking
CauseMassive pour, uneven cooling, restrained shrinkage.
PreventionLow-heat concrete, bay pours, moist curing, shrinkage joints.
Biologica
Rising damp and radon
CauseMissing or torn waterproofing, no ventilated cavity.
PreventionContinuous barrier, ventilated cavity, sealing of penetrations.
Adesione
Corrosion of the bottom bars
CauseInsufficient cover, aggressive water spalling the cover.
PreventionCover ≥ 4-5 cm on blinding, concrete suited to the exposure class.

Component materials

The network · materials

Reference regulations

1 norm

Informational links to the regulatory framework. Always verify the current text on the official source.

Raft foundation | Architheca