Sheet C-108
Excavation & Earth Retentionconcept
Underpinning existing foundations
One-line orientation
Underpinning strengthens or deepens an existing foundation — needed for added loads or adjacent deep excavation — and the exam’s favorite trap is confusing it with shoring (which retains a new excavation face, not an existing footing).
Key points
- What it is: strengthening or extending an existing foundation, typically deeper or wider, so it can carry more load or stay supported when adjacent ground is disturbed.
- Why underpin:
- Renovation / added load — the structure becomes heavier (e.g. adding stories).
- Insufficient existing foundation that needs strengthening.
- Adjacent sitework — nearby construction or excavation has weakened the foundation.
- Code trigger: when an excavation reduces support of an adjacent foundation, IBC Chapter 18 requires protecting that foundation with underpinning, bracing, excavation retention, or another approved engineered measure.
- Ways to improve the foundation: extend deeper to stable strata · widen the footing to spread load · improve the soil (fill/grout) · new piles or mini-piles under/through the existing footing.
- Temporary support during the work: needle beams (horizontal beams through the foundation carrying load) and trench support (intermittent shoring of the underpinning excavation).
Confusions / comparison
| Underpinning | Shoring | |
|---|---|---|
| Acts on | An existing foundation | The soil face of a new excavation |
| Goal | Strengthen / deepen / widen footing | Hold back soil so the cut doesn’t collapse |
| When | Added loads; adjacent dig undermines it | Any excavation too deep/tight to lay back |
| Permanence | Permanent foundation work | Usually temporary; may remain permanently when designed for that service |
Related
→ Shoring systems (this module): the new-excavation counterpart · Excavation bracing (this module): crosslot/tiebacks supporting shoring · Deep foundations (Systems/Construction): piles and mini-piles used to underpin.
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