Shoring / Underpinning
Temporary support during excavation or foundation work
Shoring is the use of temporary supports to stabilise excavations, building frames, and structural elements during construction or renovation. Per IS 4014:1967 + IS 3696 Part 2:1991, shoring includes: (1) Vertical shoring — supporting horizontal members (beams, slabs) during construction or renovation. (2) Lateral shoring — bracing earth excavation walls to prevent collapse. (3) Diagonal shoring — combined vertical + lateral support. (4) Sheet shoring — interlocking sheets for excavation support. (5) Soldier-pile shoring — vertical I-beams + lagging.
Applications: (1) Excavation support — preventing soil collapse during basement construction; minimum factor of safety 1.5 against active earth pressure. (2) Slab construction — vertical shoring posts supporting form-work + fresh concrete + workers; typical capacity 25-50 kN per post. (3) Renovation — supporting existing structural elements while removing or modifying. (4) Demolition — controlled support during partial demolition. (5) Underpinning — temporary support of existing foundations during reconstruction.
Design per IS 4014: (a) Vertical shoring: capacity sized for maximum construction load; spacing typically 600-1200 mm; verticality ≤ 1° tolerance. (b) Lateral shoring: design for earth pressure + surcharge + hydrostatic. (c) Diagonal shoring: combined load case. (d) Connection to existing structures verified. (e) Site engineer's daily inspection. The most-overlooked aspect: removal sequence. Shoring removal must be sequential — top first, work down — to prevent collapse. Many Indian sites pull shoring randomly; risk of collapse and structural damage.
- Excavation support during basement and below-grade construction
- Slab and beam construction — supporting form-work and concrete
- Renovation — supporting existing structural elements
- Demolition — controlled partial demolition
- Underpinning — temporary support during reconstruction