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Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

Stabilized slope no. 5 using TECCO® SYSTEM³ nicely following slope morphology - part of the cut is extra erosion protected with TECMAT®

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

Installation of erosion control TECMAT® under TECCO® G65/3 at slope no. 2 in progress

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

Slope no. 2 stabilized with TECCO® G65/3 high tensile mesh

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

Another view of the slope no. 2 stabilized with TECCO® G65/3 high tensile mesh

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

TECCO® G65/3 during installation - for the construction crew's safety, all the drilling works are executed through the mesh

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

Installation of high tensile steel mesh TECCO® G65/3 using a man lift on the slope no. 3

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

Another view of the slope no. 3, fully stabilized with TECCO® SYSTEM³

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

Thanks to perfect stabilization characteristics of the TECCO® SYSTEM³, the slope no. 5 was taken over by natural vegetation very fast, without hydro-seeding

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

High tensile steel mesh TECCO® G65/3 combined with TECMAT® for extra erosion control stabilizing slope no. 7

Böschungsstabilisierung - Valjevo-Resnik, Serbia 2017

High tensile steel mesh TECCO® G65/3 combined with TECMAT® for extra erosion control stabilizing slope no. 7 from another perspective

Ausgangslage

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.

Geologie

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.

Massnahme

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® System and SPIDER® System. Additionally, DELTAX® and GREENAX® meshes were used as a secondary mesh, as well as erosion control. Under the TECCO® System, 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.

Kunde

Železnice Srbije

Planer

Institute of Transportation CIP, Beograd

Ausführende Firma

RZD International LLC

Subunternehmer

Geosonda Konsolidacija a.d., Beograd

Geschützte Objekte

Eisenbahn

Korrosionsschutz

Verzinkt, 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