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.
Technical section of the system, from inside (left) to outside (right).
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 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.
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.
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.
Why it works
The slurry holds the trench openThe 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 · insulantsNodal details
Critical junctions · sectionsA 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.
- Bentonite slurry
- Tremie pipe
- Reinforcement cage
- Concrete (rising)
- Slurry recovered
- Trench / ground
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.
- Primary panel
- Secondary panel
- Joint (water-stop)
- Reinforcement cage
- Concrete
- Ground
Installation controls
Specification · checklist01 · Investigation & layout
02 · Trench & slurry
03 · Cage & joints
04 · Tremie pour
05 · Excavation & monitoring
Recurring defects
Diagnostics · siteComponent materials
The network · materialsReference regulations
1 normInformational links to the regulatory framework. Always verify the current text on the official source.