GRW/Bulk Earthworks/TBT-GRW-021

Earthworks Adjacent to Structures

Groundworks & EarthworksBulk EarthworksEarthworks Adjacent to Structures

All Categories/Groundworks & Earthworks/Bulk Earthworks/Earthworks Adjacent to Structures

Earthworks Adjacent to Structures

Toolbox Talk Record

Ref: TBT-GRW-021  |  Issue: 1  |  Date: March 2026
PresenterProject
LocationDate

What?

  • Earthworks adjacent to buildings, retaining walls, and infrastructure can undermine their foundations.
  • Excavation that removes lateral support from an existing structure can cause settlement, cracking, or collapse.
  • Vibration from compaction plant near structures causes damage to masonry, glazing, and sensitive equipment.
  • A pre-condition survey of adjacent structures must be completed before earthworks begin.
  • The zone of influence around an excavation depends on depth, soil type, and the angle of repose.
  • Surcharge loading from earthworks plant and spoil heaps near existing foundations increases settlement risk.
  • Temporary works may be needed to support adjacent structures during and after earthworks.
  • Monitoring instruments including crack gauges and level pins detect movement before it becomes critical.
  • Dewatering during earthworks can lower the water table beneath adjacent structures, causing subsidence.
  • BS 5228-2 provides guidance on vibration limits for different types of structures and conditions.

Why?

Structural damageEarthworks that undermine adjacent foundations can cause cracking, settlement, or complete structural collapse.
Third-party liabilityDamage to neighbouring properties results in costly claims, legal action, and project delays.
Vibration damageCompaction and plant vibration near structures causes cracking and damage that may not appear until later.
Do Don't
  • Complete a pre-condition survey of all structures within the influence zone
  • Assess the zone of influence based on excavation depth, soil type, and proximity
  • Install monitoring instruments on adjacent structures before earthworks commence
  • Agree vibration trigger and stop levels with the engineer and building owners
  • Maintain safe standoff distances for compaction plant near existing foundations
  • Design temporary support where earthworks remove lateral support from a structure
  • Monitor groundwater levels if dewatering could affect adjacent building foundations
  • Keep spoil heaps and heavy plant away from foundations of nearby structures
  • Review monitoring data regularly and stop work if trigger levels are approached
  • Brief the earthworks team on the specific constraints near each adjacent structure
  • DON'T excavate within the zone of influence without engineer assessment and approval
  • DON'T use heavy compaction plant close to structures without vibration monitoring
  • DON'T stockpile spoil or materials near existing building foundations
  • DON'T ignore cracking, tilting, or settlement observed in adjacent structures
  • DON'T lower the water table through dewatering without assessing impact on neighbours
  • DON'T remove temporary support measures until the permanent works are in place
  • DON'T exceed agreed vibration limits — stop work and reassess immediately
  • DON'T start earthworks without the pre-condition survey being completed first
  • DON'T assume small-scale earthworks near structures carry low risk — always assess
  • DON'T skip daily monitoring checks during the critical earthworks phase

See also: Adjacent Structure Monitoring | Slope Stability Awareness

RAMS Builder

Generate professional Risk Assessment and Method Statements in minutes. 10 document formats, site-specific content, instant Word download.

Learn More