In-Situ in Wigan

In-Situ across Wigan provides direct assessment of ground conditions within the region’s variable superficial deposits and Coal Measures geology. Compliance with BS EN ISO 22476 and BS 1377 ensures reliable data for foundation design in areas prone to historical mining and soft alluvial soils. Our field density test (sand cone method) verifies compaction levels in engineered fills, reducing risk of differential settlement on reclaimed colliery land.

These investigations are essential for residential developments, highway earthworks, and commercial buildings where bearing capacity must be confirmed before construction. For cohesive soils, in-situ strength testing complements laboratory analysis and informs safe excavation profiles. Where granular layers dominate, density control through the sand cone technique remains a definitive compliance check under UK specification for highway works.

Technical parameters

Parameter	Typical value
Design standard (permanent anchors)	BS EN 1997-1 (EC7) + BS 8081:2015
Execution standard	BS EN 1537:2013
Typical bonded length in mudstone	4.0 – 7.5 m
Typical tendon capacity (temporary)	150 – 600 kN per strand
Corrosion protection for permanent anchors	Double corrosion protection (DCP), epoxy + HDPE
Minimum unconfined compressive strength for bond zone	> 0.8 MPa (weathered rock), > 2.5 MPa (competent sandstone)
Load test acceptance (permanent)	Proof load to 1.5 × SLS load, creep rate < 1 mm per log cycle

Additional services

Temporary Anchor Design

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.

Permanent Anchor Systems

DCP tendon specification and grout mix design for permanent retaining structures, canal lock walls, and bridge abutments exposed to aggressive mine water.

Anchor Load Testing & Monitoring

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.

Integrated Slope Anchoring

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.

Reference standards

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

Quick answers

What's the typical cost of an anchor design package for a Wigan project?

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.

How do abandoned coal mines in Wigan affect anchor design?

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.

What corrosion protection level is required for permanent anchors in Wigan?

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.

Can anchors be used in Wigan's alluvial soils near the River Douglas?

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.

What load testing do you perform on anchors in Wigan?

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.

Available services

Field density test (sand cone method)

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