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Stabilisation des pentes - Long Ashton 2024

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

Stabilisation des pentes - Long Ashton 2024

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

Stabilisation des pentes - Long Ashton 2024

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

Stabilisation des pentes - Long Ashton 2024

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

Stabilisation des pentes - Long Ashton 2024

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

Stabilisation des pentes - Long Ashton 2024

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

Stabilisation des pentes - Long Ashton 2024

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

 
 

Année d’installation

2024

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.

Géologie

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.

Pays / région

Royaume-Uni

Client

Ingénierie

Entrepreneur

Sous-traitant

QTS

Objet protégé

Chemin de fer

Protection anticorrosion

GEOBRUGG SUPERCOATING

Votre contact local

René Müller
   

René Müller

Country Manager Cantons AG BE BL BS FR GE JU NE SO VD VS

Risques naturels
Ingénierie Hydraulique
Exploitation minière / Tunnel
Système de surveillance d'ouvrage à distance
Geobrugg AG,Industriestrasse 21,5200 Brugg / Suisse Country Manager Cantons AG BE BL BS FR GE JU NE SO VD VS

E-mail

Olivia Sartorius
   

Olivia Sartorius

Project Manager Sales Eastern and Central Switzerland

Risques naturels
Ingénierie Hydraulique
Exploitation minière / Tunnel
Système de surveillance d'ouvrage à distance
Geobrugg AG Project Manager Sales Eastern and Central Switzerland

E-mail

Isacco Toffoletto
   

Isacco Toffoletto

Country Manager Southern Switzerland

Risques naturels
Ingénierie Hydraulique
Exploitation minière / Tunnel
Système de surveillance d'ouvrage à distance
Geobrugg AG Ticino,Via Brusada 5,6933 Muzzano / Suisse Country Manager Southern Switzerland

E-mail