Швейцария
Швейцария

myGeobrugg

Камнепады, обвалы, осыпи - Kaikoura State Highway 1 (SR1-2) 2019

Looking north - 3 m high GBE-500A rockfall barrier

Камнепады, обвалы, осыпи - Kaikoura State Highway 1 (SR1-2) 2019

Looking upslope - 50 meters long and 3 meters high GBE-500A rockfall barrier

Камнепады, обвалы, осыпи - Kaikoura State Highway 1 (SR1-2) 2019

Looking upslope -support rope separation

Камнепады, обвалы, осыпи - Kaikoura State Highway 1 (SR1-2) 2019

Looking north - 3 m high GBE-500A rockfall barrier . Note: downslope anchor for upslope change in direction

Камнепады, обвалы, осыпи - Kaikoura State Highway 1 (SR1-2) 2019

Looking south - 3 m high GBE-500A rockfall barrier

Камнепады, обвалы, осыпи - Kaikoura State Highway 1 (SR1-2) 2019

Looking North - 3 m high GBE-500A rockfall barrier installed above shotcrete and precast walls. SH1 and the Coastal Pacific rail is an important lifeline and transport route going North from Christchurch.

 
 

Длина системы:

100 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 means frequent future rockfalls and debris loads. The high rockfall frequency created the requirement for a geohazard solution at Site 1-2.

Описание:

The original design and installation was a 50 meters long 3 meters high GBE-500A barrier. After installation, the decision was made to install an additional 50 meters of barrier to protect the highway further. The system was easily extended by upgrading the northernmost post to a support rope separation with no material wastage.


The GBA-500A is a hinged post system. The barrier has upslope anchors, which reduce the post foundation forces and therefore minimise impact to the precast concrete wall and shotcrete retaining walls below. The rockfall barrier used a 10 meters post spacing, had two downslope anchors due to a curved alinement and as previously mentioned was split into two sections with a support rope separation. Due to the highly fractured rock mass, self-drilling anchors were required. Geobrugg type II flex heads transfer the loads to the bar anchors. The mesh was ultra-coated due to its proximity to the sea.

Страна/Регион:

Новая Зеландия

Клиент:

NCTIR and NZTA

Подрядчик:

Rock Control

Защищаемый объект:

Дорога

Защита от коррозии:

GEOBRUGG ULTRACOATING

Представитель в Вашем регионе

René Müller
   

René Müller

Country Manager Western Switzerland

Инженерная защита
Гидротехника
Горнодобывающая промышленность / Туннели
Monitoring
Геобругг АГ,Industriestrasse 21,5200 Brugg / Швейцария Country Manager Western Switzerland

Электронная почта

Olivia Sartorius
   

Olivia Sartorius

Project Manager Sales Eastern and Central Switzerland

Инженерная защита
Гидротехника
Горнодобывающая промышленность / Туннели
Monitoring
Геобругг АГ Project Manager Sales Eastern and Central Switzerland

Электронная почта

Isacco Toffoletto
   

Isacco Toffoletto

Country Manager Southern Switzerland

Инженерная защита
Гидротехника
Горнодобывающая промышленность / Туннели
Monitoring
Geobrugg AG Ticino,Via Brusada 5,6933 Muzzano / Швейцария Country Manager Southern Switzerland

Электронная почта