Engineered Fill – New standards for NHBC

More Information on Engineered Fill, Technical Requirements and recommendations for using engineered fill to support residential developments, external works, and infrastructures.

What is Engineered Fill?

‘Fill’ refers to a substance utilised for filling depressions or holes in the ground, constructing mounds, or artificially altering ground elevation. It covers various applications such as:

• Earthworks for infilling, raising, or levelling terrain
• Embankments
• Foundation pads
• Landscaping
• Road bases

Fill can be either engineered or non-engineered.
Engineered fill undergoes a selection process, is placed, and compacted according to specific standards to ensure it meets required engineering criteria.
Non-engineered fill typically involves disposing of waste materials. This type of fill is commonly found on sites where uncontrolled filling has occurred, making it unreliable in terms of material type and placement method.

Why is Engineered Fill Important?

The utilisation of engineering fill is increasingly important for construction, civil engineering, and extractive industries. Escalating expenses associated with off-site material removal, particularly the disposal of surplus material, underscore the need to identify the composition and how these materials can be effectively repurposed on-site. Not only is re purposing cost effective but can also be the right environmental choice.

Construction sites often require filling or earthworks for various purposes like flood prevention, drainage improvement, road planning, or achieving suitable ground profiles. Engineered fill may also replace existing ground to support new developments or foundations.

What is covered in 4.6 Engineered Fill Guidance?

This chapter outlines the information necessary for NHBC to ensure proper placement of engineered fill to support low-rise residential buildings, external works, and infrastructure while mitigating risks of settlement or ground failure.

Scope:

• The steps developers need to take if earthworks are proposed on the development
• Importance of understanding exactly what you are building on
• Ground Investigations and detailed interpretive reports are the starting point
• Geotechnical Ground Models Developed to include ground and ground water conditions
• Engineered fill is placed to a suitable earthworks specification
• Differential settlement or excessive settlement of engineered fill should not occur
• Engineered fill and the underlying ground supporting building foundations shall limit building settlements to less than 25mm and minimise angular distortion or tilt to 1:400
• Design and detailing of foundations, infrastructure and external works suit the placed fill and underlying ground conditions taking account of the overall ground model and any geohazards in the ground beneath or nearby
• Geotechnical laboratory acceptability testing and in situ, compliance testing is undertaken and documented, and verification is provided to NHBC

Assessment of historic fill in land reclamation schemes and marginal sites falls outside this chapter’s scope, but our team at Earth Environmental & Geotechnical can assist so please contact us.

The chapter does not cover:

• Backfilling to retaining walls, buried features, or access chambers
• Capping and sub-bases for roads and parking areas
• Filling beneath adoptable highways
• Soil stabilization or piling mats
• Fill containing hazardous substances or used for contamination mitigation
• Use of reinforcing geogrids

Builders are responsible for ensuring compliance with planning and environmental regulations.

The full guidance on meeting the Technical Requirements and recommendations for using engineered fill to support residential developments, external works, and infrastructures can be found here