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Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

Half Moon Bay, looking South: protected by a special hybrid attenuator

Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

NS13 special attenuator under construction

Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

NS13 attenuator under construction

Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

Helicopters were required to lift in the materials

Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

The ringnet was extended to the lateral anchors to provide extra protection and funnel the rocks into the centre fields.

Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

Looking North - road and rail are protected from rockfall

Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

Flex heads were used to connect the ropes to the self drilling anchors - note preserved tree.

Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

Looking South - completed special attenuator with ringnet

Камнепады, обвалы, осыпи - Kaikoura SH1 - NS13 2019

Looking North - showing the transition of the impact zone and the attenuation zone

 

Системы

TECCO® G65/3 Специальные решения

 

Длина системы

56 m

 

Год установки

2019

Ситуация

The Kaikoura M7.8 earthquake caused widespread damage to the road and rail corridor for approximately 20 km North and South of the Kaikoura township. Over forty major slips inundated the road and rail with more than 750'000 m³ of material from source zones up to 500 meters above sea level.  The highly fractured Grey Wacke meant frequent future rockfalls were expected. The rockfall frequency at NS13 created the requirement for a system that attenuated the rockfall energy to a manageable level with no maintenance and easy clearing. 

Описание

A 6 m RXE-2000 rockfall barrier was modified into a 56 m special attenuator. The attenuator consisted of a 12/3/350 ROCCO® ringnet in the impact zone (first 10 m) and a 7/3/350 ROCCO® tail (20 m). The lighter 7/3/350 ROCCO® tail was selected to enable the attenuated material to pass through into a catchment area at the toe of the slope for clearing/maintenance. The post spacing was between 8 m - 12 m depending on topography. TECCO® G65/3 was selected as the secondary mesh in the impact zone to ensure the smaller (less than 350 mm) high velocity rocks were also attenuated. GEOBRUGG SUPERCOATING and GEOBRUGG ULTRACOATING were selected due to the close proximity of the sea and Type III flex heads were required due to poor ground conditions.

Клиент

NCTIR / NZTA

Подрядчик

Ground Anchor Systems

Защищаемый объект

Дорога, Железнодорожная линия

Защита от коррозии

GEOBRUGG SUPERCOATING, GEOBRUGG ULTRACOATING

Другие конструкции

Камнепады, обвалы, осыпи

Представитель в Вашем регионе

Kevin H. Coyle
 

Kevin H. Coyle

Regional Manager Northeast

Инженерная защита
Гидротехника
Geobrugg North America, LLC,3 Beaudet Terr,Columbia CT 06237 / США Regional Manager Northeast

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Saleh Feidi
 

Saleh Feidi

Regional Manager California

Инженерная защита
Гидротехника
Geobrugg North America, LLC,8921 Emperor Ave.,San Gabriel, California 91775 / США Regional Manager California

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John Kalejta
 

John Kalejta

Regional Manager Central US

Инженерная защита
Гидротехника
Geobrugg North America, LLC,3215 67th Avenue Pl,Greeley CO 80634 / США Regional Manager Central US

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Bob Lyne
 

Bob Lyne

Regional Manager Southeast

Инженерная защита
Гидротехника
Geobrugg North America, LLC,8004 Windspray Drive,Summerfield NC 27358 / США Regional Manager Southeast

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Pierce Runnels, Civil Engineer
   

Pierce Runnels

General Manager Geobrugg North America

Инженерная защита
Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer General Manager Geobrugg North America

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Tim Shevlin
 

Tim Shevlin

Sales Director

Инженерная защита
Geobrugg North America, LLC,Salem OR 97302 / США Sales Director

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