In Wigan, our geotechnical laboratory testing supports site investigation by delivering accurate physical and index property data on soils recovered from the region’s Coal Measures drift geology and glacial till deposits. This category covers the essential classification tests required to satisfy UK specification NHBC Standards and BS 5930, starting with grain size analysis (sieve and hydrometer) to define the full particle-size distribution curve. We also routinely determine Atterberg limits to assess the plastic and liquid behaviour of cohesive soils, which is critical for identifying shrink–swell potential in the Wigan area.
These laboratory determinations directly inform foundation design, earthworks specification, and drainage assessments for residential developments, highway schemes, and commercial builds across the borough. Whether evaluating reworked glacial materials for engineered fill or characterising natural clay for retaining wall design, reliable index testing underpins compliant, cost-effective solutions. Our facility pairs classification with strength and chemical testing to provide a complete soil profile from a single source, reducing programme risk for ground investigation contractors and consulting engineers working throughout Greater Manchester.
Design of removable and sacrificial strand anchors for deep basement propping and sheet pile support, with bond lengths optimised for Wigan's Coal Measures mudstone and sandstone.
DCP tendon specification and grout mix design for permanent retaining structures, canal lock walls, and bridge abutments exposed to aggressive mine water.
On-site suitability, acceptance, and long-term monitoring using load cells and tell-tales, including creep testing per BS 8081 for permanent anchors in creep-sensitive alluvial clays.
Tied-back slope stabilisation for railway cuttings and canal embankments through Wigan's post-industrial topography, combining anchors with drainage systems to reduce hydrostatic pressure.
BS 8081:2015 – Code of practice for grouted anchors, BS EN 1537:2013 – Execution of special geotechnical works: Ground anchors, BS EN 1997-1:2004 (Eurocode 7) – Geotechnical design, Part 1: General rules, BS 5930:2015 – Code of practice for ground investigations, BS EN ISO 22477-5:2018 – Geotechnical investigation and testing: Testing of geotechnical structures, Part 5: Anchor testing
For a standard design package covering temporary and permanent anchors for a single retaining wall in Wigan, fees range from £780 for a straightforward scheme with accessible ground data to £2,600 for a more complex assignment involving multiple anchor rows, DCP specification, and load test supervision.
Abandoned mine workings, especially in the Pemberton and Ince areas, can cause sudden grout loss during anchor installation. We address this by specifying pre-injection grouting to fill voids and by designing the fixed anchor in competent sandstone below the worked seams, confirmed through pre-construction rotary drilling.
Given the acidic mine water (pH often 3.5–5.0) and high sulphate content in Wigan's Coal Measures, we mandate double corrosion protection (DCP) for all permanent anchors, comprising epoxy-coated strand, corrugated HDPE sheathing, and factory-injected cement grout, in accordance with BS EN 1537 and BS 8081.
Yes, but the bond zone must be designed with caution. The soft alluvial silts and clays near the Douglas floodplain exhibit significant creep under sustained load, so we extend bonded lengths, specify post-grouting techniques to improve bond, and run extended creep tests to verify performance before lock-off.
All temporary anchors undergo acceptance testing to 1.25 times the working load. Permanent anchors are proof-loaded to 1.5 times the SLS load, with creep monitoring over at least 30 minutes per load step. For critical structures, we also install permanent load cells for ongoing remote monitoring.