Limbă
Românăro
Statele Unite
myGeobrugg

Înregistrare

Nu deţineţi un cont şi doriţi să vă înregistraţi?

În calitate de utilizator înregistrat myGeobrugg aveți acces extins la download, la instrumentele noastre de dimensionare și la evenimentele noastre.

Înregistraţi-vă acum
A company of the BRUGG Group
Statele Unite
Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg
Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg
Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg
Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg
Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg Kaikoura Coastal Pacific Rail (SH1) 2019 - Geobrugg

Kaikoura Coastal Pacific Rail (SH1)

   Partajaţi
Strada:
Kaikoura SH1/Coastal Pacific Rail
Loc:
Kaikoura
Ţară / Regiune
Noua Zeelandă
Anul instalării
2019
Client
KiwiRail
Antreprenor
Geovert
Obiect protejat
Calea ferata
Sisteme
VX, VX080-H4, Soluţii speciale
Înălţime sistem
4.0 m
Protecţie împotriva coroziunii
GEOBRUGG SUPERCOATING®
Capacitate de retenţie
n.a. m³
Situația inițială

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.

Descriere

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.

Contactul dvs. local

Kevin H. Coyle
Kevin H. Coyle
Regional Manager Northeast
Natural Hazards
Geobrugg North America, LLC
3 Beaudet Terr
Columbia CT 06237 / Statele Unite
Telefon +1 860 377 3230

Formular de contact

Saleh Feidi
Saleh Feidi
Regional Manager California
Natural Hazards
Geobrugg North America, LLC
8921 Emperor Ave.
San Gabriel, California 91775 / Statele Unite
Telefon +1 909 706 8964

Formular de contact

John Kalejta
John Kalejta
Regional Manager Central US
Natural Hazards
Geobrugg North America, LLC
3215 67th Avenue Pl
Greeley CO 80634 / Statele Unite
Telefon +1 505 220 1404

Formular de contact

Bob Lyne
Bob Lyne
Regional Manager Southeast
Natural Hazards
Geobrugg North America, LLC
8004 Windspray Drive
Summerfield NC 27358 / Statele Unite
Telefon +1 336 337 0945

Formular de contact

Pierce Runnels, Civil Engineer
Pierce Runnels, Civil Engineer
General Manager Geobrugg North America
Natural Hazards
Geobrugg North America, LLC
22 Centro Algodones
Telefon +1 505 771 4080
Mobil +1 505 400 0796

Formular de contact

Tim Shevlin
Tim Shevlin
Sales Director
Natural Hazards
Geobrugg North America, LLC
4676 Commercial St. SE, PMB 174
Salem OR 97302 / Statele Unite
Telefon +1 503 423 7258

Formular de contact