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Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg
Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg
Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg
Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg
Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg
Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg
Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg
Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg
Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg Trek route to Shri Mata Vaishno Devi Shrine (2) 2016 - Geobrugg

Trek route to Shri Mata Vaishno Devi Shrine (2)

   Teilen
Strasse
Katra-Reasi Rd, Bhavan
PLZ
182301
Ort
Katra, Jammu & Kashmir
Land/Region
Indien
Installationsjahr
2016
Kunde
Shri Mata Vaishno Devi Shrine Board
Planer
Tehri Hydro Development Corporation Ltd.
Ausführende Firma
Pioneer Foundation Engineers Pvt Ltd.
Geschützte Objekte
Strasse, Gebäude, Touristische Infrastruktur, Infrastruktur, Architektur, Sonstige
Korrosionsschutz
GEOBRUGG SUPERCOATING®, GEOBRUGG ULTRACOATING®
Stabilisierte Fläche
8050 m²
Maximale Hanghöhe
70 m
Hangneigung
65 ° - 70 °
Begrünung
Ja
Erosionsschutzmatte
Ja
Ausrichtung
Nord
Weitere verbaute Anwendungen
Steinschlagschutz
Ausgangslage

There had been several cases of rockfall and landslides in the trek route of the Holy Shrine of Mata Vaishno Devi. Therefore, the Shrine Board decided to actively stabilize the 75º and higher steep slope, up to a maximum height of 70 m in this section. A protective measure had to be selected to stabilize the exposed cutting against superficial instabilities, tilting as well as sliding of individual blocks and rockfalls.

Massnahme

The flexible slope stabilization system consists of TECCO® G65/3 high-tensile steel wire mesh and QUAROX® rolled cable net, system spike plates and soil nails has been selected. Spike plates which match the load capacity of the mesh serve to fix the mesh to soil or rock nails. By tensioning these nails, and recessing the spike plates into the ground, the mesh is adequately tensioned to ensure it follows the surface contours.

Based on the survey results, the authorities also decided to apply a rockfall protection barriers from Geobrugg. With its ring nets made of high-tensile steel wire the barrier design has been tested and approved to absorb impact energies of up to 8000 kJ. A total number of 15 barriers were installed in different locations with energy absorption capacity ranging from 3000 kJ up to 8'000 kJ.

See also our rockfall project Trek route to Shri Mata Vaishno Devi Shrine (1)

Ansprechpartner

Roger Moor
Roger Moor
Country Manager Ost- und Zentralschweiz, Liechtenstein
Naturgefahren, Minen / Bergbau / Tunnel
Geobrugg AG
Aachstrasse 11
8590 Romanshorn / Schweiz
Telefon 071 466 81 52
Mobil 078 783 46 81

Kontaktformular

René Müller
René Müller
Country Manager Western Switzerland (AG, BE, BL, BS, FR, GE, JU, NE, SO, VD, VS)
Naturgefahren, Minen / Bergbau / Tunnel
Geobrugg AG
Industriestrasse 21
5200 Brugg / Schweiz
Telefon +41 71 466 84 57
Mobil +41 79 420 84 55

Kontaktformular

Isacco Toffoletto
Isacco Toffoletto
Country Manager Southern Switzerland (TI)
Naturgefahren, Minen / Bergbau / Tunnel
Geobrugg AG
Via Pizzante 7
6595 Riazzino / Schweiz
Telefon +91 8593634

Kontaktformular

Jonas von Wartburg
Jonas von Wartburg
Country Manager Western Switzerland / Norway
Naturgefahren
Geobrugg AG
Aachstrasse 11
8590 Romanshorn / Schweiz
Telefon +41 71 466 84 58
Mobil +41 79 317 74 25

Kontaktformular