STRUCTURAL

Underpinning

Strengthening of an existing foundation by extending it deeper or wider — needed when settlement or load increase occurs.

Also calledfoundation strengtheningdeepening foundation
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Definition

Underpinning is the strengthening of an existing foundation by extending it deeper or wider, or by installing supplementary load-bearing elements. Used when (a) settlement of an existing structure has caused distress, (b) the underlying soil has degraded due to construction in adjacent properties (deep basement excavation, tunnelling), (c) new floors are added above an existing structure exceeding original foundation capacity, or (d) repair of foundation failure (e.g., scour at bridge piers, settlement of older buildings). Indian Standard IS 1904:1986 + IS 6403 govern foundation design including underpinning; specialised practice references SP-23 (Handbook of Foundation Engineering).

Four principal underpinning methods: (1) Pit underpinning — excavate small pits below the existing footing in stages, cast new concrete in each pit, eventually creating a continuous deeper footing. Slow but reliable; common for residential. (2) Pile underpinning — drive or jack micropiles or driven piles around the existing structure, then transfer load via a cap cast into the wall. Used for heavier loads or weak sub-strata. (3) Pre-test pile underpinning — pre-test the new piles before transferring load to ensure capacity. Common in tunnel-induced settlement projects. (4) Jet grouting / chemical grouting — inject grout into soil under the existing footing to improve bearing capacity. Less reliable but minimally disruptive.

Design considerations: (a) account for the existing structure's weight as a permanent gravity load on the new system, (b) construction loads during the underpinning sequence (some load redistribution is unavoidable), (c) settlement compatibility — the new underpinning system must not cause additional settlement of the existing structure during installation, (d) connection between existing and new — typically dowel reinforcement or concrete-to-concrete bond. The most critical aspect is the construction sequence — pits must be alternated (not adjacent) to maintain continuous support, and each pit must be limited to ~1.0 m length to avoid loss of bearing area. Specialised Indian underpinning contractors include Larsen & Toubro Heavy, Foundation Engineering, Punj Lloyd, Tata Projects.

Where used
  • Existing buildings showing settlement-induced distress (cracks, doors)
  • Buildings adjacent to deep basement excavation (induced settlement)
  • Tunnelling projects with surface buildings (Mumbai, Delhi metros)
  • Bridge piers showing scour at the base
  • Renovation projects adding floors above existing low-load foundations
Acceptance / threshold
Per IS 1904 + IS 6403: underpinning system designed for existing + new loads with adequate factor of safety; settlement compatibility verified; construction sequence ensures continuous support; connection to existing foundation via dowels or concrete bond. Pre-construction soil investigation mandatory.
Site example
Site reality: a 4-storey Pune building adjacent to a metro station underwent settlement of 28 mm during tunnel excavation. Underpinning by micropiles (200 mm diameter, 12 m deep) installed at 8 perimeter columns. Load transfer via pre-tensioned anchors and concrete-to-concrete bond at column-to-pile-cap junction. Total cost ₹85 lakh; alternative — demolition and reconstruction — would have cost ₹3.2 cr. Underpinning is expensive but vastly cheaper than demolition for buildings in good condition.
Frequently asked
What is underpinning of foundations?
Underpinning is the strengthening of an existing foundation by extending it deeper, wider, or by installing supplementary load-bearing elements like micropiles. Used when the existing foundation is inadequate due to settlement, soil degradation, or increased structural load. Methods: pit underpinning, pile underpinning, jet grouting. Per IS 1904 in India.
When is underpinning required?
(1) Settlement of an existing structure causing distress — visible cracks, jamming doors, sloping floors. (2) Construction in adjacent property causing soil degradation — deep basement excavation, tunnelling, dewatering. (3) New floors added above an existing structure exceeding original foundation capacity. (4) Repair of foundation failure due to scour, soil erosion, or deterioration. (5) Conversion of existing structure to a heavier use (residential to industrial).
How is pit underpinning done?
Pit underpinning sequence: (1) excavate a small pit (1.0 × 1.0 m) below the existing footing in alternating positions, never adjacent; (2) extend the footing depth to firm strata; (3) reinforce and cast concrete in the pit, leaving a vertical face at the existing-to-new junction; (4) wait for concrete to harden (3-7 days); (5) repeat for the alternate pits, then for the missed pits in between. The end result: a continuous deeper footing with no pit unsupported during construction.
Related structural terms