All systems
Technical sheet
A.01A.02
SystemS-61

Jet grouting (ground improvement)

A ground-improvement technique: a slim rod is drilled down and, on the way up, a cement grout is jetted at very high pressure that erodes the soil and mixes it in place, forming a column of soil-cement. Side by side, the columns strengthen, seal or underpin the ground — even beneath existing buildings, with little room and low vibration. The risk to control is claquage, fracturing and lifting the ground instead of mixing it.

FondazioniHigh-pressure soil-cement columns
B.01
System build-up6 layers
edificio esistente1. Terreno2. Asta di perforazione3. Getto4. Colonna soil-cement5. Fondazione esistente6. Trattamento d’insieme

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

High-pressure soil-cement columns
Diametro della colonna
0,6-2,0m
Pressione di iniezione
200-600bar
Resistenza della colonna
1-10MPa
Sistema
mono / bi / tri-fluido
Uso
consolidamento / tenuta / sottofondazione
Vibrazioni
basse
Descriptive memo

A ground-improvement technique: a slim rod is drilled down and, on the way up, a cement grout is jetted at very high pressure that erodes the soil and mixes it in place, forming a column of soil-cement. Side by side, the columns strengthen, seal or underpin the ground — even beneath existing buildings, with little room and low vibration. The risk to control is claquage, fracturing and lifting the ground instead of mixing it.

Jet grouting is a ground-improvement technique: a slim rod is drilled down and, on the way up, a cement grout is jetted at very high pressure that erodes the soil and mixes it in place, creating a column of soil-cement. By placing columns side by side the ground is strengthened, sealed or underpinned, even beneath existing buildings.

The jet that mixes the soil

The heart of the technique is the very-high-pressure jet (hundreds of bar) leaving nozzles on the rod: its energy breaks up the soil around the hole and, as the rod rotates and rises, remixes it with cement. A cylindrical column is formed, its diameter set by pressure, speed and soil type. The soil is not replaced: it is transformed.

Single, double and triple fluid

To make bigger columns the jet is assisted: single-fluid uses grout alone; double-fluid wraps the jet in a ring of air that increases its reach; triple-fluid erodes first with a water-and-air jet, then fills with grout. More fluids, bigger columns — up to a couple of metres — and more control.

Uses, claquage, controls

It is used to consolidate loose soils, form cut-off walls, base plugs of excavations and delicate underpinning. The risk is claquage: too high a pressure can fracture the ground and lift what is above, instead of mixing. Pressures, flows, the rising spoil and the movements of nearby buildings must be controlled, with trials and monitoring.

Systems architecture

Why it works

The jet that transforms the soil
rises + rotatessoil-cement columna grout jet at hundreds of bar breaks up the soil and, as the rod rises and rotates, remixes soil and cement into a column — the ground is transformed in place, not dug and replaced

Jet grouting is a small wonder of geotechnics: it improves the ground without removing it. A slim rod is drilled to depth, then a cement grout is fired sideways from nozzles at hundreds of bar — a jet so energetic it cuts and breaks up the soil around the hole. As the rod is slowly withdrawn while rotating, the broken soil is remixed in place with the cement to form a cylindrical column of «soil-cement», a metre or two across. Rows and grids of overlapping columns become a strengthened mass, a watertight cut-off, a plug in the bottom of an excavation, or new support stitched in under an existing footing — all from a small rig that can work in tight spaces and inside buildings, with little vibration. The genius is also the danger: pump the grout too hard and instead of mixing it «claquages», fracturing the ground and heaving up whatever sits on top. So it lives and dies by control — calibrated pressures and flows, the return of spoil watched at the surface, trial columns, and monitoring of the neighbours that must not move.

Versatility: soils and tight spaces

Comparison · insulants
Jet grouting
most soils
Micropiles
structural, access
Permeation grouting
granular only
Dig and replace
open excavation

Longer bar = treats more soil types in tighter spaces, around obstacles and without an open excavation. Jet grouting reaches where other methods cannot.

Nodal details

Critical junctions · sections
123456
D.01
The column (plan)

In plan, a row of jet columns is set to overlap, so the soil-cement of one keys into the next and the line becomes a continuous, watertight wall. A steel bar or tube can be lowered into the fresh column to give it bending strength. Around them, the natural soil is left untouched.

  1. Column
  2. Column (overlapping)
  3. Overlap (watertight)
  4. Inserted reinforcement
  5. Treated soil
  6. Natural soil
1. discesa2. getto + risalita123456
D.02
The phases (drill, jet)

In two moves: first the slim rod is drilled down to the design depth, with no grout. Then, on the way up, the jet is switched on and the rod is slowly raised while rotating, so the grout cuts and remixes the soil all around into a cylinder. The spoil rises to the surface and is watched — its return tells you the column is forming and the pressure is not fracturing the ground.

  1. Rod (drilling down)
  2. Nozzles
  3. Jet
  4. Rising + rotating
  5. Column formed
  6. Spoil rising

Installation controls

Specification · checklist

01 · Trial field

Trial columns
Diameter / strength
Parameters calibrated

02 · Injection

Pressure and flow
Withdrawal / rotation
Spoil return checked

03 · Grout

Water / cement ratio
Density logged
Mix recorded

04 · Columns

Setting out
Verticality
Overlap / contact

05 · Verification

Coring
Strength tests
Continuity

Recurring defects

Diagnostics · site
Meccanica
Slenderness instability of the columns
CauseSlender jet-grouting columns in soft soil can buckle if the surrounding ground gives little lateral confinement, especially when loaded as structural elements.
PreventionAdequate diameter and overlap, confinement from the treated block, design to Eurocode 7, reinforcement where columns are loaded.
Meccanica
Differential settlement from uneven treatment
CauseColumns of variable diameter or strength, or gaps between them, leave the treated soil stiffer in places and the structure settles unevenly.
PreventionA trial field, calibrated parameters, overlap and continuity checks, coring and strength testing of the columns.
Termo-igrometrica
Leakage through the bottom plug
CauseA jet-grouting cut-off or bottom plug with gaps between columns lets water through into the excavation, defeating the water control it was built for.
PreventionSufficient overlap, verticality control, secondary columns over the gaps, water-tightness checks before excavation.
Meccanica
Hydrofracture and ground uplift
CauseExcessive jet pressure or a poor spoil return (claquage) fractures the ground and heaves the surface, lifting and cracking nearby structures.
PreventionControlled pressure and flow, an open spoil return, monitoring of heave and structures, parameters set on the trial field.

Component materials

The network · materials

Reference regulations

1 norm

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