All systems
Technical sheet
A.01A.02
SystemS-46

R.C. retaining wall

A cantilever reinforced-concrete retaining wall: a vertical stem and a footing that together hold back a difference in ground level. The earth bearing on the heel of the footing «ballasts» the wall and keeps it steady against overturning and sliding, while a drain with weep holes behind the stem releases the water, removing the most dangerous thrust. It is the structure that holds slopes, embankments and excavations.

FondazioniCantilever retaining wall
B.01
System build-up6 layers
MONTEVALLEspinta1. Terrapieno2. Dreno + ghiaia3. Impermeabiliz.4. Paramento c.a.5. Suola6. Magronebarbacane

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

Cantilever retaining wall
Altezza del muro
1,5-6m
Spessore alla base
30-60cm
Larghezza della suola
0,5-0,7 H
Classe di calcestruzzo
C25/30 - C32/40
Drenaggio
ghiaia + tubo + barbacani
Verifiche
ribaltamento / scorrimento / portanza
Descriptive memo

A cantilever reinforced-concrete retaining wall: a vertical stem and a footing that together hold back a difference in ground level. The earth bearing on the heel of the footing «ballasts» the wall and keeps it steady against overturning and sliding, while a drain with weep holes behind the stem releases the water, removing the most dangerous thrust. It is the structure that holds slopes, embankments and excavations.

A retaining wall holds back an embankment or a slope, resisting the horizontal thrust of the earth. The commonest form is the reinforced-concrete cantilever: a vertical stem built into a footing, working together as a single inverted L.

The footing and the weight of the earth

The secret of the cantilever is the footing: its inner part, the heel, reaches under the embankment, so the weight of the earth bearing on it stabilises the wall against overturning. The outer part, the toe, widens the bearing. The fundamental checks are three: overturning, sliding on the founding plane and the bearing capacity of the soil.

Water: the thrust to remove

The real enemy is water: if it builds up behind the wall it doubles the thrust. This is why a drain — gravel and a perforated pipe — is placed behind the stem, and weep holes are left, through-holes that let the water out. The earth-side face is waterproofed to protect the concrete. Without drainage even a well-sized wall can fail.

Reinforcement and durability

The cantilever bends under the thrust: the main reinforcement sits on the tension side — towards the earth in the stem, at the bottom in the heel — and must be placed with the right cover so it does not corrode. Concrete of a suitable class, generous cover on the earth side and waterproofing ensure the durability of the structure, often buried and no longer inspectable.

Systems architecture

Why it works

The footing and the weight of the earth
earth thrustearth weight (ballast)pivotthe earth would overturn the wall about the downhill edge (pivot)but its weight on the heel acts as ballast and holds it steady

The earth pushes horizontally and would tend to overturn the wall about its downhill edge. The cantilever wins with two weights: its own and, above all, that of the earth bearing on the heel of the footing under the embankment — it is this «free» ballast that holds the wall steady. The checks are three: that it does not overturn, does not slide forward and that the soil carries the load. And then the water: if it builds up behind it doubles the thrust, so the drain and weep holes release it, bringing the problem back to the earth alone.

What keeps the wall steady

Comparison · insulants
Earth weight on the heel
main
Self-weight of the wall
large
Base friction
medium
Passive resistance (toe)
small

Longer bar = the bigger its share in resisting overturning. The weight of the earth on the heel is the main stabiliser — which is exactly why the cantilever shape is given a heel.

Nodal details

Critical junctions · sections
123456
D.01
Drain and weep hole

Behind the stem a gravel drain wrapped in a filter, with a perforated pipe at its foot, collects the water and carries it away; weep holes through the wall let it out at the front. This is what removes the water thrust — the most dangerous and the most underestimated. The earth-side face is waterproofed to protect the concrete.

  1. Backfill
  2. Gravel drain
  3. Perforated pipe
  4. Weep hole (through)
  5. Waterproofing
  6. R.C. stem
peso123456
D.02
Footing: heel, toe and steel

The footing is the key to the cantilever: the heel reaches under the backfill so the soil weight ballasts the wall, the toe widens the bearing. Under the thrust the wall bends, so the main steel goes on the tension side — towards the earth in the stem, at the bottom of the heel.

  1. Stem
  2. Heel (under the earth)
  3. Toe
  4. Tension steel (earth side)
  5. Heel steel (bottom)
  6. Blinding

Installation controls

Specification · checklist

01 · Geotechnics

Soil and water investigation
Bearing capacity
Founding plane checked

02 · Geometry & stability

Footing width (heel / toe)
Overturning & sliding checks
Backfill as designed

03 · Reinforcement

Main steel on the tension side
Cover to the earth side
Starter bars stem / footing

04 · Drainage

Gravel drain behind
Perforated pipe + outlet
Weep holes (barbacani)

05 · Waterproofing & backfill

Earth-side waterproofing
Compacted granular backfill
No fines blocking the drain

Recurring defects

Diagnostics · site
Meccanica
Instability of the wall: overturning
CauseAn under-sized footing, a heel too short or water pressure can overturn the wall about its toe or slide it forward.
PreventionFooting width and heel to design, stability checks (overturning, sliding), backfill and drainage as specified.
Termo-igrometrica
Water pressure from blocked drainage
CauseIf the drain clogs or is missing, water builds up behind the wall and roughly doubles the thrust it was designed for.
PreventionA filtered gravel drain, a perforated pipe with an outlet, weep holes, a free-draining granular backfill.
Meccanica
Cracking of the wall stem
CauseUnder bending the tension face cracks if the main steel is too little, badly placed or on the wrong (compression) side.
PreventionMain steel on the earth (tension) side, correct laps and anchorage, concrete class and cover to design.
Termo-igrometrica
Corrosion of the reinforcement
CauseCarbonation or aggressive ground, with too little cover, corrode the bars on the earth side and spall the concrete.
PreventionGenerous cover on the earth side, suitable concrete class, waterproofing, control of cracking.

Component materials

The network · materials

Reference regulations

1 norm

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