All systems
Technical sheet
A.01A.02
SystemS-37

Micropiles (underpinning)

Small-diameter piles, drilled and grouted around a tubular reinforcement or bars: they are born to consolidate and underpin the existing. Executed with compact rigs, even inside buildings, they transfer to depth the loads of structures that are settling or being raised, without demolition. They are the prime tool for strengthening foundations and soils.

FondazioniSmall-diameter deep foundation
B.01
System build-up6 layers
EDIFICIO ESISTENTE1. Fondazione esistente2. Cordolo di collegamento3. Micropalo (inclinato)4. Malta + bulbo5. Terreno portante

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

Small-diameter deep foundation
Diametro del foro
10-30cm
Armatura tubolare
Ø 60-220mm
Lunghezza
5-25m
Portata per palo
100-800kN
Pressione d'iniezione
5-20bar
Inclinazione
0-30°
Descriptive memo

Small-diameter piles, drilled and grouted around a tubular reinforcement or bars: they are born to consolidate and underpin the existing. Executed with compact rigs, even inside buildings, they transfer to depth the loads of structures that are settling or being raised, without demolition. They are the prime tool for strengthening foundations and soils.

The micropile is a small-diameter drilled pile (typically 10–30 cm), reinforced with a steel tube or bars and filled with a cement grout injected under pressure. It is born for a specific task: to consolidate and underpin existing structures, where large piles could not reach and where demolition is not possible. It is the technology of foundation strengthening.

Small diameter, great possibilities

The small diameter is its strength: it is executed with compact rigs, in tight spaces, inside cellars, close to existing structures, with little vibration. Many closely-spaced micropiles replace one large pile where it would be impossible to build. This makes them irreplaceable in cities, on historic fabric and in emergency consolidations.

How it carries: friction and injection

The micropile carries almost everything by skin friction along the shaft, not by the base. The key is the injection: the grout, pushed under pressure, penetrates and keys into the soil around the hole, creating a bulb that «stitches» the pile to the ground. The higher the injection pressure, the more friction is mobilised. The tubular reinforcement can also serve as a duct to repeat the injections.

Underpinning and connection

To underpin, the micropiles are placed in pairs or as trestles on either side of the existing footings and connected to them with a reinforced-concrete beam or cap that «hangs» the old foundation on the new piles. They can be inclined to resist horizontal actions too. Success depends on the soil, the cleanliness of the hole and the control of the injections.

Systems architecture

Why it works

Friction and injection
load Qskin frictionpressure grout → bulbthe grout keys into the soil; the pile carries by friction

The micropile carries almost everything by skin friction along the shaft, not by its tiny base. The key is the injection: grout pushed under pressure penetrates and keys into the soil around the hole, forming a bulb that «stitches» the pile to the ground — the higher the pressure, the more friction is mobilised. Small and low-vibration, it is drilled with compact rigs even inside buildings, and a cap hangs the existing foundation onto the new piles: consolidation without demolition.

Suitability for underpinning the existing

Comparison · insulants
New isolated footings
new build only
Driven piles
vibrations
Bored piles
large rigs
Micropiles
compact, low vibration

Longer bar = the better suited to work under and beside existing buildings. Micropiles win for compact rigs, tight spaces and low vibration, where large piles cannot go.

Nodal details

Critical junctions · sections
123456
D.01
Underpinning node

A reinforced-concrete cap embraces the existing footing, tied to it by drilled-and-grouted dowels; from the cap a pair of inclined micropiles descends, so the old foundation is «hung» on the new piles and the load reaches firm soil at depth.

  1. Existing footing
  2. Connecting cap
  3. Connection dowels
  4. Inclined micropiles
  5. Tubular reinforcement
  6. Bearing soil
12345
D.02
Shaft cross-section

In section the shaft is the injected grout that fills the hole and keys into the soil, wrapped around the steel tube; inside the tube, more grout. It is the friction on this grout surface, not a base, that carries the pile.

  1. Soil
  2. Injected grout (shaft)
  3. Steel tube reinforcement
  4. Grout inside the tube
  5. Bond with the soil (friction)

Installation controls

Specification · checklist

01 · Survey & setting out

Soil investigation
Pile layout and inclination
Position near the existing

02 · Drilling

Diameter and depth
Hole support and cleaning
Spoil and water management

03 · Tubular reinforcement

Tube / bars to design
Grout cover guaranteed
Couplers and centralisers

04 · Injection

Controlled pressure (5–20 bar)
Grout mix and volumes
re-injection where required

05 · Connection to footings

Cap embracing the footing
Drilled-and-grouted dowels
Load test on trial piles

Recurring defects

Diagnostics · site
Termo-igrometrica
Corrosion of the tubular reinforcement
CauseAggressive ground or stray currents, with insufficient grout cover, corrode the steel tube and reduce the resisting section.
PreventionGrout cover, galvanised / suitable steel, corrosion class to the environment, repeated injection where needed.
Meccanica
Pull-out from insufficient friction (slip)
CausePoor or low-pressure injection, or a dirty hole, gives too little skin friction: under load the pile slips and settles.
PreventionControlled injection pressure, clean hole, length and number to design, load tests on trial piles.
Meccanica
Residual settlement from poor injection
CauseAn incomplete bulb or voids along the shaft leave the pile under-mobilised: the underpinned structure keeps settling.
PreventionInjection volume / pressure control, re-injection, integrity checks, monitoring of the structure.
Adesione
Detachment at the pile–cap connection
CauseA poorly detailed connection between micropiles and the cap (or the existing footing) cracks and detaches, so the load is not transferred.
PreventionAnchorage of the bars / tube into the cap, drilled-and-grouted dowels into the footing, cap to design.

Component materials

The network · materials

Reference regulations

2 norms

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