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Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SK16) 2019

Looking West - VX080-H2 debris flow barrier with 16/3/300 ROCCO ringnet tail. Note proximity to rail and road.

Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SK16) 2019

Looking South - VX080-H2 debris flow barrier with 16/3/300 ROCCO® ringnet tail.

Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SK16) 2019

Looking upslope - VX080-H2 debris flow barrier with 16/3/300 ROCCO ringnet tail. Note abrasion protection on the top ropes.

Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SK16) 2019

Looking upslope - VX080-H2 debris flow barrier with 16/3/300 ROCCO® ringnet tail under construction.

Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SK16) 2019

Looking North - SH1 and the Coastal Pacific Rail is an important lifeline and transport route going North from Christchurch.

 
 

Longueur du système

2 m - 10 m

 

Année d’installation

2019

Situation de départ

The Kaikoura M7.8 Earthquake caused widespread damage to the road and rail corridor for 20 km North and South of the Kaikoura township. Over 40 major slips inundated the road and rail with more than 750'000 m³ of material from source zones up to 500 m above sea level. The highly fractured Grey Wacke meant frequent future rockfalls and debris loads were expected. The high rockfall and debris load frequency created the requirement for a Geohazard Solution that attenuated the energy to a manageable level and then guided the material down to a catchment area. Space was limited due to the proximity of the Coastal Pacific rail line. The SK16 site is a narrow, incised catchment that extends about 150 m above road/rail level. The slope angle is about 50-55 degrees.

Description

A 10 meters wide VX080-H2 debris flow barrier was modified to include a 12 meters 16/3/300 ROCCO ring net tail. This system enabled the rockfall and debris energy to be attenuated and guided down to a catchment area at the toe of the slope for easier clearing and reduced maintenance.

Additional support ropes were also installed across the channel to minimise deflection onto the railway. The installation required abrasion protection on the top ropes due to the potential of it being overtopped in above design large events.

TECCO® G65/3 was used as a secondary mesh as a robust solution was required to avoid puncturing failures from the high frequency of smaller high-velocity rocks.

Pays / Région

Nouvelle-Zélande

Client

KiwiRail

Entrepreneur

Rock Control

Objet protégé

Chemin de fer

Protection anticorrosion

GEOBRUGG SUPERCOATING

Votre contact local

Kevin Coyle
 

Kevin Coyle

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

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Saleh Feidi
 

Saleh Feidi

Regional Manager California

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

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Bryant Jackson
 

Bryant Jackson

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Geobrugg North America, LLC,22 Centro Algodones Regional Sales Manager Northeast

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John Kalejta
 

John Kalejta

Regional Manager Rocky Mountains / Central USA

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Geobrugg North America, LLC,KS 67226 Wichita / Etats-Unis Regional Manager Rocky Mountains / Central USA

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Robert Long
 

Robert Long

Regional Sales Manager Southeast

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Impact Protection
Geobrugg North America, LLC,24905 Winterberry LN,60585 Plainfield / Etats-Unis Regional Sales Manager Southeast

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Pierce Runnels, Civil Engineer
   

Pierce Runnels

Sales Director North America

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Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer Sales Director North America

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Tim Shevlin
 

Tim Shevlin

Regional Sales Manager Pacific Northwest and Hawaii

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Impact Protection
Geobrugg North America, LLC,OR 97302 Salem / Etats-Unis Regional Sales Manager Pacific Northwest and Hawaii

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