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