All systems
Technical sheet
A.01A.02
SystemS-55

Diaphragm wall

A continuous reinforced-concrete wall cast underground, in a trench excavated and held open by bentonite slurry. Panel after panel it forms a deep, stiff and watertight wall, able to support very deep excavations next to buildings and to become the permanent basement wall. It is the system for stations, car parks and large basements with a high water table.

FondazioniCast-in-trench continuous wall
B.01
System build-up6 layers
TERRENOSCAVOscavo1. Terreno2. Fango bentonitico3. Pannello c.a.4. Gabbia d’armatura5. Giunto (waterstop)6. Cordolo di testa

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

Cast-in-trench continuous wall
Spessore del pannello
50-120cm
Profondità
fino a 40-50m
Larghezza del pannello
2,5-6m
Tenuta all'acqua
alta (con giunti)
Contrasto
tiranti / puntoni / solette
Uso
provvisorio e definitivo
Descriptive memo

A continuous reinforced-concrete wall cast underground, in a trench excavated and held open by bentonite slurry. Panel after panel it forms a deep, stiff and watertight wall, able to support very deep excavations next to buildings and to become the permanent basement wall. It is the system for stations, car parks and large basements with a high water table.

A diaphragm wall is a continuous reinforced-concrete wall cast underground, in a trench excavated and held open by bentonite slurry. Panel after panel it forms a deep, stiff and watertight wall, able to support very deep excavations next to buildings and to become the permanent basement wall.

The slurry that holds the trench open

The secret is the bentonite slurry: a suspension of clay and water that fills the trench as it is dug and, by its pressure, supports the sides of the cut and stops them collapsing — with no formwork or props. The trench stays open, full of slurry, until it is ready to receive the cage and the concrete.

Cage, pour, slurry displacement

Into the slurry-filled trench the reinforcement cage is lowered, then the concrete is poured from the bottom through a pipe (tremie pour): the concrete, being heavier, rises and pushes the slurry out, which is recovered and reused. Panel after panel, with joints that link and seal them, a continuous wall is formed.

Watertightness, uses, context

Deep (tens of metres), stiff and watertight with the right joints, the diaphragm wall is the choice for deep excavations with a high water table — stations, car parks, large basements — where it also becomes the permanent perimeter wall. For great heights the head is held back with tie-backs or propping slabs; the verticality of the panels, the quality of the under-slurry pour and the settlement around must be controlled.

Systems architecture

Why it works

The slurry holds the trench open
soil + waterslurry pressurethe trench fills at once with bentonite slurry: its pressure balances the thrust of soil and waterso it stays open with no props, until the tremie concrete takes the slurry’s place

The puzzle of a diaphragm wall is how you dig a deep, narrow trench in soft ground, below the water table, and it does not cave in before you can cast the wall. The answer is the bentonite slurry: as the grab digs, the trench is kept brim-full of this clay-and-water suspension, which is slightly heavier than water. Its hydrostatic pressure pushes outward on the trench faces and balances the inward thrust of the soil and groundwater, so the unsupported cut stays open and stable with no formwork or props. When the panel is ready, the reinforcement cage is lowered through the slurry and concrete is poured from the very bottom with a tremie pipe: being heavier still, the concrete rises and displaces the slurry, which is pumped off and reused. Panel by panel, joined and sealed, a continuous, stiff, watertight wall is built — and it becomes the permanent basement wall.

Deep digs with a high water table

Comparison · insulants
Diaphragm wall
deep, watertight
Secant pile wall
deep, ~watertight
Soldier-pile (berlinese)
not watertight
Gravity retaining wall
open dig only

Longer bar = the better suited to dig deep, watertight, next to buildings and below the water table. The diaphragm wall is the reference, and it becomes the permanent wall.

Nodal details

Critical junctions · sections
123456
D.01
The phases: dig, cage, pour

A panel is dug under bentonite slurry that keeps the trench open; the reinforcement cage is then lowered through the slurry. Concrete is poured from the very bottom through a tremie pipe and, being heavier, rises and displaces the slurry, which is pumped off and reused. The pipe is kept buried in the fresh concrete so no slurry is trapped in the pour.

  1. Bentonite slurry
  2. Tremie pipe
  3. Reinforcement cage
  4. Concrete (rising)
  5. Slurry recovered
  6. Trench / ground
123456
D.02
Joint between the panels (plan)

The wall is cast in alternate panels: a primary panel is formed with a shaped end (a stop-end tube), then the secondary panel is cast against it, the two interlocking. A water-stop in the joint blocks the path of groundwater, making the line between panels watertight — the key to using the wall as a permanent basement.

  1. Primary panel
  2. Secondary panel
  3. Joint (water-stop)
  4. Reinforcement cage
  5. Concrete
  6. Ground

Installation controls

Specification · checklist

01 · Investigation & layout

Soil & water profile
Panel layout and depth
Guide walls set out

02 · Trench & slurry

Slurry level kept up
Slurry properties checked
Verticality of the cut

03 · Cage & joints

Cage to design, centred
Stop-ends and water-stops
Cover guaranteed

04 · Tremie pour

Pipe buried in concrete
Continuous, controlled pour
Slurry recovered / cleaned

05 · Excavation & monitoring

Propping / tie-backs in stages
Dewatering controlled
Settlement monitoring

Recurring defects

Diagnostics · site
Meccanica
Deflection and instability
CauseToo little stiffness or propping for the depth, or excavation ahead of the props, lets the panel deflect into the dig or become unstable.
PreventionEmbedment, propping and tie-backs to design, staged excavation matched to the props, movement monitoring.
Meccanica
Settlement of the surrounding ground
CauseWall movement, over-excavation or lowering the water table draws down the soil behind and settles nearby buildings.
PreventionA stiff, propped wall, controlled dewatering, a staged dig, monitoring of the adjacent structures.
Termo-igrometrica
Water leakage at the panel joints
CauseA defective joint or a missing water-stop lets groundwater seep into the excavation between two panels.
PreventionStop-end joints with a water-stop, clean joints, secant / well-keyed panels, grouting of any leaks.
Meccanica
Casting defects and cracking
CauseA poor tremie pour can trap slurry pockets, soil inclusions or honeycombing in the panel, weakening it and opening cracks.
PreventionA continuous tremie with the pipe buried, controlled concrete, a clean trench, verticality and integrity checks.

Component materials

The network · materials

Reference regulations

1 norm

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