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Consolidamento di versanti - Lyme Regis 2014

View from West looking East two months after slope works completed

Consolidamento di versanti - Lyme Regis 2014

Early stage of the works. Prior to mesh installation

Consolidamento di versanti - Lyme Regis 2014

Torque applied to spike plate and soil nail

Consolidamento di versanti - Lyme Regis 2014

Abseiling whilst unrolling TECCO® G65/3 mesh

Consolidamento di versanti - Lyme Regis 2014

View down slope showing irregular slope angles and topography

Consolidamento di versanti - Lyme Regis 2014

View to West extent of work site.

Consolidamento di versanti - Lyme Regis 2014

Vertical seams being joined with TECCO® T3 connection clips

Consolidamento di versanti - Lyme Regis 2014

View looking East across the full slope works

 
 

Anno di installazione

2014

Situazione iniziale

An area of Special Scientific Interest and part of the World Heritage Jurrasic coast was under threat from movement along a historic landslide. This put 240 houses under threat and over 900 metres of main road network.

Geologia

Blue Lias overlayed with Shales With Beef ('beef' is the local name given to jagged layers of limestone that occur between the shales); Black ven marls 

Descrizione

Soil Nail design was completed by AECOM as part of this process a flexible facing was required. Through close communication with the design team and contractor CAN we were able to specify the use of TECCO® mesh G65/3. After careful consideration of the local environment, it was decided to use the improved galvanizing of ULTRACOATING to increase the lifespan of the TECCO® mesh on site.

A vertical nail spacing of 1 metre and horizontal of 2 metres was required for control of the global stability. Using various drill rigs, soil nails have been drilled to depths of 18 metres at an angle of 25 degrees below horizontal. At each soil nail head, the ground has been recessed slightly to allow for the large plate to be installed. This also allows for good tensioning of the TECCO® mesh.

Cliente

West Dorset District Council

Contraente:

CAN Geotechnical

Oggetto protetto

Strada, Costruzione, Infrastrutture turistiche, Zona residenziale, Altri

Protezione dalla corrosione

GEOBRUGG ULTRACOATING

Progettazione:

AECOM

Il contatto locale

Kevin H. Coyle
 

Kevin H. Coyle

Regional Manager Northeast

Sistemi contro il dissesto idrogeologico
Ingegneria idraulica
Geobrugg North America, LLC,3 Beaudet Terr,Columbia CT 06237 / Stati Uniti Regional Manager Northeast

E-mail

Saleh Feidi
 

Saleh Feidi

Regional Manager California

Sistemi contro il dissesto idrogeologico
Ingegneria idraulica
Geobrugg North America, LLC,8921 Emperor Ave.,San Gabriel, California 91775 / Stati Uniti Regional Manager California

E-mail

John Kalejta
 

John Kalejta

Regional Manager Central US

Sistemi contro il dissesto idrogeologico
Ingegneria idraulica
Geobrugg North America, LLC,3215 67th Avenue Pl,Greeley CO 80634 / Stati Uniti Regional Manager Central US

E-mail

Bob Lyne
 

Bob Lyne

Regional Manager Southeast

Sistemi contro il dissesto idrogeologico
Ingegneria idraulica
Geobrugg North America, LLC,8004 Windspray Drive,Summerfield NC 27358 / Stati Uniti Regional Manager Southeast

E-mail

Pierce Runnels, Civil Engineer
   

Pierce Runnels

General Manager Geobrugg North America

Sistemi contro il dissesto idrogeologico
Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer General Manager Geobrugg North America

E-mail

Tim Shevlin
 

Tim Shevlin

Sales Director

Sistemi contro il dissesto idrogeologico
Geobrugg North America, LLC,Salem OR 97302 / Stati Uniti Sales Director

E-mail