STRUCTURAL

Shoring / Underpinning

Temporary support during excavation or foundation work

Also calledshoringunderpinningraking shoreflying shoreneedle shore
Definition

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.

Where used
  • 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
Acceptance / threshold
Per IS 4014:1967 + IS 3696 Part 2: load capacity 5× design load; verticality ≤ 1°; spacing per design; daily inspection; sequential removal (top first).
Frequently asked
What is shoring?
Shoring is the use of temporary supports to stabilise excavations, building frames, and structural elements during construction or renovation. Per IS 4014:1967. Types: vertical (supporting beams/slabs), lateral (bracing earth walls), diagonal, sheet, soldier-pile. Applications: excavation support, slab construction, renovation, demolition, underpinning.
How is excavation shoring designed?
Per IS 14458 + IS 4014: design for active earth pressure + surcharge + hydrostatic. Factor of safety 1.5 against soil shear failure. Steel sheet piling, soldier-pile-and-lagging, or modular trench-shoring system. Depth and dewatering coordination. Continuous monitoring of wall deflection during construction. Sequential excavation with bracing installation.
What is the minimum strength of slab shoring?
Per IS 14687 + IS 4014: vertical shoring posts must support: (1) Self-weight of formwork; (2) Fresh concrete weight (25 kN/m³ × thickness); (3) Construction live load (2.5-5 kN/m²); (4) Impact factor (typically 1.25). Minimum capacity 25-50 kN per post depending on slab thickness. Sequential removal — top first — prevents collapse.
Related structural terms