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Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SH1) 2019

Looking West - VX080-H4 debris flow barrier with 12/3/350 ROCCO® ring net tail - note proximity to rail

Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SH1) 2019

Looking North - VX080-H4 debris flow barrier with 12/3/350 ROCCO® ringnet tail - note proximity to rail

Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SH1) 2019

VX080-H4 - debris accumulation as per design in the catchment ditch after moderate rain

Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SH1) 2019

Debris flow barrier to ROCCO® tail connection

Laves torrentielles et coulées de boue - Kaikoura Coastal Pacific Rail (SH1) 2019

Drape Support ropes to assist lower engery material to pass through

 

Systèmes

VX VX080-H4 Solutions spéciales

 

Année d’installation

2019

Situation de départ

The 2016 Kaikoura M7.8 earthquake caused widespread damage to the road and rail corridor some 20 km North and South of the Kaikoura township. Over 40 major slips inundated the road and rail with over 750'000 m³ of material from source zones up to 500 m above sea level. The highly fractured Grey Wacke means frequent future rockfalls and debris loads are to be expected. The high rockfall and debris load frequency created the requirement for a Geohazard Solution that attenuated the energy to a manageable level and guided the material down to a catchment area. Due to the proximity of the Coastal Pacific rail line space is limited.

Description

A VX080-H4  debris flow barrier was combined with a 12/3/350 ROCCO ring net tail. This system enables 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 under the ROCCO® tail where it rested on the slope to enable the lower energy material to pass under and not get caught up. Short 0.5 m tethers were installed in the lower part of the tail to stop it from kicking out towards the rail in the larger energy events. TECCO® G65/3 was used as a secondary mesh as a robust solution was required due to the high frequency of the smaller high-velocity rocks.
Shortly after completion, the system demonstrated itself to be working well.

Client

KiwiRail

Entrepreneur

Geovert

Objet protégé

Chemin de fer

Protection anticorrosion

GEOBRUGG SUPERCOATING

Votre contact local

Roger Moor
   

Roger Moor

Country Manager Ost- und Zentralschweiz, Liechtenstein

Risques naturels
Ingénierie Hydraulique
Exploitation minière / Tunnel
Geobrugg AG,Aachstrasse 11,8590 Romanshorn / Suisse Country Manager Ost- und Zentralschweiz, Liechtenstein

E-mail

René Müller
   

René Müller

Country Manager Cantons AG BE BL BS FR GE JU NE SO VD VS

Risques naturels
Ingénierie Hydraulique
Exploitation minière / Tunnel
Geobrugg AG,Industriestrasse 21,5200 Brugg / Suisse Country Manager Cantons AG BE BL BS FR GE JU NE SO VD VS

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Alexander Bittendorfer
   

Alexander Bittendorfer

Project Manager Inspection Services

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Geobrugg AG,Aachstrasse 11,8590 Romanshorn / Suisse Project Manager Inspection Services

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Isacco Toffoletto
   

Isacco Toffoletto

Ticino Country Manager

Risques naturels
Ingénierie Hydraulique
Exploitation minière / Tunnel
Geobrugg AG Ticino,Stabile Cometal, via Pizzante 7,6595 Riazzino / Suisse Ticino Country Manager

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