Tillicoultry Glen 2016 - Geobrugg Tillicoultry Glen 2016 - Geobrugg
Tillicoultry Glen 2016 - Geobrugg Tillicoultry Glen 2016 - Geobrugg
Tillicoultry Glen 2016 - Geobrugg Tillicoultry Glen 2016 - Geobrugg
Tillicoultry Glen 2016 - Geobrugg Tillicoultry Glen 2016 - Geobrugg
Tillicoultry Glen 2016 - Geobrugg Tillicoultry Glen 2016 - Geobrugg
Tillicoultry Glen 2016 - Geobrugg Tillicoultry Glen 2016 - Geobrugg
Tillicoultry Glen 2016 - Geobrugg Tillicoultry Glen 2016 - Geobrugg

Tillicoultry Glen

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Rua
Mill Glen
Lugar
Tillicoutry
País / Região
Reino Unido
Ano de instalação
2016
Cliente
Clackmannanshire Council
Engenharia
Key GeoSolutions Ltd.
Contratante:
DHRA Geotechnical Ltd.
Objecto protegido
Infra-estrutura turística
Sistemas
TECCO® G65/3, DELTAX® G80/2, SPIDER® S3-130
Protecção contra a corrosão
GEOBRUGG SUPERCOATING®
Área estabilizada
400 m²
Altura do talude
10 m
Inclinação do talude
40 ° - 90 °
Exposição
Este
Geologia

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.

Situação inicial

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.

Descrição

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.

O seu contacto local

Kevin H. Coyle
Kevin H. Coyle
Regional Manager Northeast
Riscos naturais
Geobrugg North America, LLC
3 Beaudet Terr
Columbia CT 06237 / Estados Unidos
Telefone +1 860 377 3230

Formulário de contacto

Saleh Feidi
Saleh Feidi
Regional Manager California
Riscos naturais
Geobrugg North America, LLC
8921 Emperor Ave.
San Gabriel, California 91775 / Estados Unidos
Telefone +1 909 706 8964

Formulário de contacto

John Kalejta
John Kalejta
Regional Manager Central US
Riscos naturais
Geobrugg North America, LLC
3215 67th Avenue Pl
Greeley CO 80634 / Estados Unidos
Telefone +1 505 220 1404

Formulário de contacto

Bob Lyne
Bob Lyne
Regional Manager Southeast
Riscos naturais
Geobrugg North America, LLC
8004 Windspray Drive
Summerfield NC 27358 / Estados Unidos
Telefone +1 336 337 0945

Formulário de contacto

Pierce Runnels, Civil Engineer
Pierce Runnels, Civil Engineer
General Manager Geobrugg North America
Riscos naturais
Geobrugg North America, LLC
22 Centro Algodones
Telefone +1 505 771 4080
Telemóvel +1 505 400 0796

Formulário de contacto

Tim Shevlin
Tim Shevlin
Sales Director
Riscos naturais
Geobrugg North America, LLC
4676 Commercial St. SE, PMB 174
Salem OR 97302 / Estados Unidos
Telefone +1 503 423 7258

Formulário de contacto