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United States
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg
Valjevo-Resnik, Serbia 2017 - Geobrugg Valjevo-Resnik, Serbia 2017 - Geobrugg

Valjevo-Resnik, Serbia

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Street
Bela Reka
Place
Belgrade
Country/Region
Serbia
Year of installation
2017
Customer
Železnice Srbije
Engineering
Institute of Transportation CIP, Beograd
Contractor
RZD International LLC
Subcontractor
Geosonda Konsolidacija a.d., Beograd
Protected object
Railway
Systems
TECCO® G65/3, DELTAX® G80/2, GBE-100A-R, SPIDER® S3-130, GREENAX®, TECCO® G65/2
Corrosion protection
Galvanized, GEOBRUGG SUPERCOATING®
Stabilized area
38000 m²
Maximum slope height
23 m
Slope inclination
45 ° - 75 °
Protection measure
Active slope stabilization
Erosion control mat
Yes
Exposition
North-West
Other installed applications
Rockfall Protection
Geology

Contemporary alluvial sediments of the Topčiderska river and sandstone salt-clay sediments, so-called neocomic flysch. The neocomic flysch complex is mainly represented by fine-grained sandstone, alevrolites, marls and glaciers, with the passages and limbs of limestone and limestone brecco-conglomerates.

Situation

Because of continuous small rock falls, landslides, and erosion along the railway line Valjevo-Resnik, the maximum allowed speed had to be limited. The Serbian Railways decided to stabilize the slopes together with the revision of the railway line.

Description

Designers from CIP Belgrade, Marina Janković, and Ivana Vujović together with the assistance of Geobrugg's Representative Office in Croatia provided stabilizing solutions for 11 slopes. Problems of rockfall and slope stability were solved mostly with TECCO® SYSTEM³ and SPIDER® System. Additionally, DELTAX® and GREENAX® meshes were used as a secondary mesh, as well as erosion control. Under the TECCO® SYSTEM³, TECMAT® was used as an anti-erosion layer.

One of the tunnel portals is protected against rockfalls by the GBE-100A-R barrier without retaining ropes.

Your local contact

Head office and production
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Geobrugg North America, LLC
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Algodones NM 87001 / USA
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Kevin H. Coyle
Kevin H. Coyle
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Geobrugg North America, LLC
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Columbia CT 06237 / USA
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Saleh Feidi
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Bob Lyne
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Geobrugg North America, LLC
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Pierce Runnels, Civil Engineer
Pierce Runnels, Civil Engineer
General Manager Geobrugg North America
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Geobrugg North America, LLC
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Algodones NM 87001 / USA
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Tim Shevlin
Tim Shevlin
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Salem OR 97302 / USA
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