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Stabilizacja skarp - Schmerikon State Road 17 2013

Bird's eye view of the protected objects: State roadway, railway, bicycle path, building and port

Stabilizacja skarp - Schmerikon State Road 17 2013

Slope failure seen shortly after the emergency work began a few days after the incident in June 2013

Stabilizacja skarp - Schmerikon State Road 17 2013

Spider excavator during drilling

Stabilizacja skarp - Schmerikon State Road 17 2013

Drilling along the top edge of the failed slope

Stabilizacja skarp - Schmerikon State Road 17 2013

Drilling with manual equipment

Stabilizacja skarp - Schmerikon State Road 17 2013

View of the upper section showing nailed TECCO G65/3, P33 spike plates and border rope

Stabilizacja skarp - Schmerikon State Road 17 2013

Location: Zürichsee, Switzerland Federal Office of Topography, Bern, Switzerland National Map 1:50'000

 

Zastosowane systemy

 

Rok Instalacji / Montazu

2013

Sytuacja początkowa

In the first days of June 2013 heavy storms and intense rainfall hit the region of the upper lake of Zurich. Due to saturation of the ground and instable geological conditions, a landslide buried a long section of heavily travelled commuter roadway and railway along the lake. This landslide caused complete closure of the infrastructure.

Geologia

Top Section: weathered marl

Bottom section: weathered sandstone / siltstone

Opis zastosowanego rozwiazania

The department for underground construction initiated re-establishment and sustainable prevention of future similar incidents a few days later. To reach a quick decision and accelerate the construction, the department quickly involved local and regional partners.

Solutions discussed were rockfall barrier, manifold, or anchored TECCO® System the most favorable and ultimately chosen solution.

The upper slope section (marl) was protected and stabilized using a nailed mesh. The lower sandstone/siltstone section was covered with a drape to ensure that falling debris is kept close to the slope while being guided and deposited to the ditch.

Inwestor

State Department for Underground Engenieering, Canton St.Gallen

Wykonawca

Oberholzer Bauleistungen Inc., Neuhaus, Switzerland

Chroniony Objekt

Road, Railway, Infrastructure

Ochrona przeciwerozyjna

GEOBRUGG SUPERCOATING

Projektant

Dr. A. Gübeli AG, Jona, Switzerland

Osoba kontaktowa na miejscu

Kevin H. Coyle
 

Kevin H. Coyle

Regional Manager Northeast

Zagrożeniami naturalnymi
Nżynieria hydrauliczna
Geobrugg North America, LLC,3 Beaudet Terr,Columbia CT 06237 / USA Regional Manager Northeast

Formularz kontaktowy

Saleh Feidi
 

Saleh Feidi

Regional Manager California

Zagrożeniami naturalnymi
Nżynieria hydrauliczna
Geobrugg North America, LLC,8921 Emperor Ave.,San Gabriel, California 91775 / USA Regional Manager California

Formularz kontaktowy

John Kalejta
 

John Kalejta

Regional Manager Central US

Zagrożeniami naturalnymi
Nżynieria hydrauliczna
Geobrugg North America, LLC,3215 67th Avenue Pl,Greeley CO 80634 / USA Regional Manager Central US

Formularz kontaktowy

Bob Lyne
 

Bob Lyne

Regional Manager Southeast

Zagrożeniami naturalnymi
Nżynieria hydrauliczna
Geobrugg North America, LLC,8004 Windspray Drive,Summerfield NC 27358 / USA Regional Manager Southeast

Formularz kontaktowy

Pierce Runnels, Civil Engineer
   

Pierce Runnels

General Manager Geobrugg North America

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

Formularz kontaktowy

Tim Shevlin
 

Tim Shevlin

Sales Director

Zagrożeniami naturalnymi
Geobrugg North America, LLC,Salem OR 97302 / USA Sales Director

Formularz kontaktowy