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Slope Stability - Tillicoultry Glen 2016

DELTAX® in use at the start of the path. After scaling no stability issues were found so DELTAX® was used to catch any small rockfall from surface weathering.

Slope Stability - Tillicoultry Glen 2016

The angular nature of this section made SPIDER® spiral rope net an ideal choice

Slope Stability - Tillicoultry Glen 2016

Note the use of extra bolts to enable the SPIDER® System to be contoured into the face

Slope Stability - Tillicoultry Glen 2016

SPIDER® in conjunction with P33 spike plates

Slope Stability - Tillicoultry Glen 2016

A rockface high up on the valley walls. To the left SPIDER® System has been installed and to the right TECCO® SYSTEM³

Slope Stability - Tillicoultry Glen 2016

TECCO® SYSTEM³ has been used on the banks of the glen underneath a bridge...

Slope Stability - Tillicoultry Glen 2016

...to prevent erosion of the bank

 

Year of installation

2016

Initial situation

A historic public right of way runs along the Glen, in recent years there has been an increasing number of rockfall striking the right of way. After an incident in 2015 in which the path was badly damaged it was decided to close it and remediate the slopes.

Geology

The southern end of the glen is marked by the Ochil fault line which has Devonian Old Red Sandstone to the north of the fault and Carboniferous coal measures to the south. The glen itself rises steeply as you head north, the predominant geology of the glen comprises volcanoclastic and basaltic through andesitic lavas. Much of the volcanic sequence has been heavily metamorphosed by subsequent intrusions, the most prominent intrusions are visible at the foot of the glen and are quartz dolerite in composition, much of the first set of DELTAX® and SPIDER® is stabilising a metamorphosed zone north of this intrusion. Throughout the glen there are several Devonian diorite dykes that form part of a local radial swarm. The glen itself is recognised as being locally significant in geological terms, with several sections of the glen recognised as a local geopark.

Description

The designer approached Geobrugg after deciding that scaling alone would not offer the long term safety the client was looking for. Geobrugg was approached for advice on using TECCO® System on rock slopes. Following a visit to site we identified that just using TECCO® System would not prove to be the most efficient solution. Geobrugg identified areas that would benefit from TECCO® System, others that would be more suitable for DELTAX® and two areas that would benefit from SPIDER® System due to the very angular nature of the rock faces.

Customer

Clackmannanshire Council

Contractor

DHRA Geotechnical Ltd.

Protected object

Touristic infrastructure

Corrosion protection

GEOBRUGG SUPERCOATING

Engineering

Key GeoSolutions Ltd.

Your local contact

Roger Moor
   

Roger Moor

Country Manager Ost- und Zentralschweiz, Liechtenstein

Natural Hazards
Hydraulic Engineering
Mining / Tunnels
Geobrugg AG,Aachstrasse 11,8590 Romanshorn / Switzerland Country Manager Ost- und Zentralschweiz, Liechtenstein

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René Müller
   

René Müller

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

Natural Hazards
Hydraulic Engineering
Mining / Tunnels
Geobrugg AG,Industriestrasse 21,5200 Brugg / Switzerland Country Manager Kantone AG BE BL BS FR GE JU NE SO VD VS

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Alexander Bittendorfer
   

Alexander Bittendorfer

Project Manager Inspection Services

Natural Hazards
Geobrugg AG,Aachstrasse 11,8590 Romanshorn / Switzerland Project Manager Inspection Services

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Isacco Toffoletto
   

Isacco Toffoletto

Ticino Country Manager

Natural Hazards
Hydraulic Engineering
Mining / Tunnels
Geobrugg AG Ticino,Stabile Cometal, via Pizzante 7,6595 Riazzino / Switzerland Ticino Country Manager

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