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Böschungsstabilisierung - Wadhurst Cutting (City End) 2022

Protected tunnel portal, photo by BAM Ritchies

Böschungsstabilisierung - Wadhurst Cutting (City End) 2022

Installation of the protective mesh

 
 

Installationsjahr

2022

Ausgangslage

Wadhurst Cutting (city end) is located along the Tonbridge to Hastings railway line in East Sussex and has provided key transport links between London and Hastings for the past 170 years. Following a number of failures of an oversteepened cutting in 2014, 2016 and 2019, both at the city end and country end of the cutting, which are separated by a short tunnel BAM was engaged to install an approved solution (designed by Byrne Looby) to remediate the cutting. The initial emergency works were undertaken on the country end of the cutting and are not detailed here.

Instability originated from over-steepening sections of the cutting, which is made up of the Wadhurst Clay Formation (clay/mudstone) and the Ashdown formation (sandstone & siltstone).

Geologie

Geology on site consisted of the Wadhurst Clay Formation which is primarily a mudstone which had weathered to clay in the upper section where it had been exposed to continuous weathering. Underlying the mudstone are sandstone and siltstones of the Ashdown Formation.

Massnahme

Due to the size and complexity of the project, with

  • heights of the cutting ranged from 8 - 18 meters
  • approximately 300 meters in length
  • a tunnel portal at the southern extent of the site

a range of geotechnical solutions was installed. Given the proximity to the track, part of the works was completed in a seven-day blockade of the line in October 2021.

Extensive soil nailing was undertaken around the tunnel portal, where nails between 10 - 12 meters in length were installed. Prior to soil nailing, TECCO G65/3 mesh was laid as a temporary protection measure to prevent any loose material from falling onto the track during drilling; the mesh was then drilled through as nails were installed. 

On both the cutting's up and down lines, approximately the upper 6 - 8 meters of the faces were remediated using an active soil nailing (28 mm diameter) and meshing (TECCO G65/3). Due to the contouring of the existing slope creating a slight overhang, below this section, down to track level was remediated with a passive drape system (TECCO G65/3) with regular nailing along the base of the slope along with some intermittent profiling nails.

The result was across the entire cutting (city end), over 16,000 square meters of TECCO G65/3 was installed, and over 14,000 meters of soil nails and rock bolts were drilled (across approximately 3000 locations). Going forward, the remediation will ensure fewer disruptions to rail users while also increasing staff and public safety on the railway for its 60-year design life. 

Land/Region

Vereinigtes Königreich (UK)

Kunde

Planer

Ausführende Firma

Geschützte Objekte

Eisenbahn

Korrosionsschutz

GEOBRUGG SUPERCOATING

Ansprechpartner

Kevin Coyle
 

Kevin Coyle

Regional Manager Northeast

Naturgefahren
Uferschutz/Wasserbau
Geobrugg North America, LLC,3 Beaudet Terr,CT 06237 Columbia / USA Regional Manager Northeast

E-Mail

Saleh Feidi
 

Saleh Feidi

Naturgefahren
Uferschutz/Wasserbau
Geobrugg North America, LLC,8921 Emperor Ave.,91775 San Gabriel, California / USA

E-Mail

John Kalejta
 

John Kalejta

Naturgefahren
Uferschutz/Wasserbau
Geobrugg North America, LLC,KS 67226 Wichita / USA

E-Mail

Bob Lyne
 

Bob Lyne

Naturgefahren
Uferschutz/Wasserbau
Geobrugg North America, LLC,8004 Windspray Drive,NC 27358 Summerfield / USA

E-Mail

Pierce Runnels, Civil Engineer
   

Pierce Runnels

General Manager Geobrugg North America

Naturgefahren
Geobrugg North America, LLC,22 Centro Algodones,NM 87001 Algodones / USA , Civil Engineer General Manager Geobrugg North America

E-Mail

Tim Shevlin
 

Tim Shevlin

Naturgefahren
Geobrugg North America, LLC,OR 97302 Salem / USA

E-Mail