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United States

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Slope Stability - Long Ashton 2024

Completed slope stabilisation works above the tunnel, blending into the surrounding landscape

Slope Stability - Long Ashton 2024

Rock bolts and mesh securing the steep slopes above the Flax Bourton Tunnel

Slope Stability - Long Ashton 2024

Installation of soil nails and mesh reinforcement on the slope beside the railway line

Slope Stability - Long Ashton 2024

Rope access teams installing mesh and anchors on the rock slopes above the tunnel portal

Slope Stability - Long Ashton 2024

Rope access installer securing mesh directly to the rock face at the tunnel entrance

Slope Stability - Long Ashton 2024

Drilling rig operated from the slope crest under supervision of the installation team

Slope Stability - Long Ashton 2024

Stabilised soil-nailed slope with mesh securely fixed above the railway line

 
 

Year of installation

2024

Initial situation

The slopes at Long Ashton, on the approach to Flax Bourton Tunnel, presented a significant risk to railway operations. Previous rock failures had occurred in the area, and with the main line running directly below the unstable sections, a permanent stabilisation solution was required to ensure the safety and reliability of the route.

Geology

Mercia Mudstone

Description

Steep rock faces above the railway represented the highest risk to stability. These slopes were unstable and prone to movement, creating overhangs and threatening the railway below. To secure them, we installed rock bolts together with surface mesh, which stabilised the exposed rock and ensured long-term safety.

Further away from the tunnel, the ground conditions changed to softer deposits. In these areas, we reinforced the slopes using soil nails combined with high-strength mesh. This approach provided reliable protection while adapting to the different materials present on site.

We also refined the design for the lower slopes to reduce work during rail possessions. Instead of installing additional rows of nails, we used tight-fitting drapery netting. This adjustment significantly reduced installation time and costs while still providing the required level of safety.

Alongside the engineering works, we included measures to enhance biodiversity. Due to the presence of dormice, vegetation clearance was minimised. Where planting was possible, new native hedgerows were introduced, and log pile habitats were created from felled trees, supporting local wildlife and adding ecological value to the project.

Country/Region

United Kingdom

Customer

Engineering

Contractor

Other participating companies

QTS

Protected object

Railway

Corrosion protection

GEOBRUGG SUPERCOATING

Your local contact

Saleh Feidi
 

Saleh Feidi

Regional Manager California

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Geobrugg North America, LLC,8921 Emperor Ave.,91775 San Gabriel, California / United States Regional Manager California

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Bryant Jackson
 

Bryant Jackson

Regional Sales Manager Northeast

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Geobrugg North America, LLC,22 Centro Algodones Regional Sales Manager Northeast

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John Kalejta

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Geobrugg North America, LLC,KS 67226 Wichita / United States Regional Manager Rocky Mountains / Central USA

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Robert Long

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Geobrugg North America, LLC,24905 Winterberry LN,60585 Plainfield / United States Regional Sales Manager Southeast

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Pierce Runnels, Civil Engineer
   

Pierce Runnels

Sales Director North America

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Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer Sales Director North America

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Tim Shevlin
 

Tim Shevlin

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Geobrugg North America, LLC,OR 97302 Salem / United States Regional Sales Manager Pacific Northwest and Hawaii

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