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Stabilisation des pentes - Hermann-Hesse-Bahn Althengstett Tunnel Forst 2019

Protective mesh at the tunnel portal, with bat culverts

Stabilisation des pentes - Hermann-Hesse-Bahn Althengstett Tunnel Forst 2019

TECCO® G65/3 covering the heavily weathered retaining wall

Stabilisation des pentes - Hermann-Hesse-Bahn Althengstett Tunnel Forst 2019

Stabilized natural stone retaining wall up to 6 meters high

Stabilisation des pentes - Hermann-Hesse-Bahn Althengstett Tunnel Forst 2019

Protected tunnel portal with a cutout for the stairs

Stabilisation des pentes - Hermann-Hesse-Bahn Althengstett Tunnel Forst 2019

Overall view of the stabilized wall

 

Systèmes

 

Année d’installation

2019

Situation de départ

The Black Forest Railway has been recently reactivated between the cities of Weil der Stadt  and Calw. The Hermann Hesse Railway  has now once again connected Calw to the Stuttgart region. A particular challenge was the 1200 meter long and up to 36-meter deep cutting between Althengstett and Calw, which dates back to 1872.


Its embankments were originally supported at the foot by up to 6 meter high natural stone walls, which in some areas are heavily weathered and are exposed to further erosion. In addition to the stability and economic efficiency, high demands on nature conservation  had to be taken into account during the rehabilitation. The entire cutting area is located in the Black Forest Nature Park.

Géologie

Middle Triassic strata of the Lower Muschelkalk

The region contains the Freudenstadt Formation, which is up to 55 meters thick and consists of clayey, sometimes also sandy dolomitic marls with intercalated harder dolomite layers.

The formation is underlain by an approximately three-meter red clay formation of the Upper Buntsandstein. The layer boundary is recognizable in the terrain by its colors gray-beige (Muschelkalk) to dark red (Buntsandstein).

Description

The stabilization of the embankment and the protective wall was accomplished with 3,200 m² of high tensile TECCO® G65/3 mesh. An additional 320 m² of stabilization was installed on the right side of the tunnel portal. The access stairs, as well as bat culverts, were also stabilized. The high tensile mesh was selected due to its strength properties, corrosion resistance, low visibility, uniform strength for anchor placement and speed of installation.

The water flow conditions and the current sintering in the retaining wall are now largely preserved by the mesh. The broken-out wall stones were replaced, prior to meshing and thus an attractive surface has been created. The historic site is now protected by the TECCO® system.  

Objet protégé

Chemin de fer

Protection anticorrosion

GEOBRUGG SUPERCOATING

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Kevin H. Coyle
 

Kevin H. Coyle

Regional Manager Northeast

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Ingénierie Hydraulique
Geobrugg North America, LLC,3 Beaudet Terr,Columbia CT 06237 / Etats-Unis Regional Manager Northeast

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Saleh Feidi
 

Saleh Feidi

Regional Manager California

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Ingénierie Hydraulique
Geobrugg North America, LLC,8921 Emperor Ave.,San Gabriel, California 91775 / Etats-Unis Regional Manager California

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John Kalejta
 

John Kalejta

Regional Manager Central US

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Geobrugg North America, LLC,3215 67th Avenue Pl,Greeley CO 80634 / Etats-Unis Regional Manager Central US

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Bob Lyne
 

Bob Lyne

Regional Manager Southeast

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Ingénierie Hydraulique
Geobrugg North America, LLC,8004 Windspray Drive,Summerfield NC 27358 / Etats-Unis Regional Manager Southeast

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Pierce Runnels, Civil Engineer
   

Pierce Runnels

General Manager Geobrugg North America

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Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer General Manager Geobrugg North America

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Tim Shevlin
 

Tim Shevlin

Sales Director

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Geobrugg North America, LLC,Salem OR 97302 / Etats-Unis Sales Director

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