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Stabilizacja skarp - Lyme Regis 2014

View from West looking East two months after slope works completed

Stabilizacja skarp - Lyme Regis 2014

Early stage of the works. Prior to mesh installation

Stabilizacja skarp - Lyme Regis 2014

Torque applied to spike plate and soil nail

Stabilizacja skarp - Lyme Regis 2014

Abseiling whilst unrolling TECCO® G65/3 mesh

Stabilizacja skarp - Lyme Regis 2014

View down slope showing irregular slope angles and topography

Stabilizacja skarp - Lyme Regis 2014

View to West extent of work site.

Stabilizacja skarp - Lyme Regis 2014

Vertical seams being joined with TECCO® T3 connection clips

Stabilizacja skarp - Lyme Regis 2014

View looking East across the full slope works

 

Zastosowane systemy

 

Rok Instalacji / Montazu

2014

Sytuacja początkowa

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 

Opis zastosowanego rozwiazania

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.

Inwestor

West Dorset District Council

Wykonawca

CAN Geotechnical

Chroniony Objekt

Road, Building, Touristic infrastructure, Residential area, Other

Ochrona przeciwerozyjna

GEOBRUGG ULTRACOATING

Projektant

AECOM

Osoba kontaktowa na miejscu

Kevin H. Coyle
 

Kevin H. Coyle

Regional Manager Northeast

Zagrożeniami naturalnymi
Nżynieria hydrauliczna
Geobrugg North America, LLC,3 Beaudet Terr,Columbia CT 06237 / USA Regional Manager Northeast

Formularz kontaktowy

Saleh Feidi
 

Saleh Feidi

Regional Manager California

Zagrożeniami naturalnymi
Nżynieria hydrauliczna
Geobrugg North America, LLC,8921 Emperor Ave.,San Gabriel, California 91775 / USA Regional Manager California

Formularz kontaktowy

John Kalejta
 

John Kalejta

Regional Manager Central US

Zagrożeniami naturalnymi
Nżynieria hydrauliczna
Geobrugg North America, LLC,3215 67th Avenue Pl,Greeley CO 80634 / USA Regional Manager Central US

Formularz kontaktowy

Bob Lyne
 

Bob Lyne

Regional Manager Southeast

Zagrożeniami naturalnymi
Nżynieria hydrauliczna
Geobrugg North America, LLC,8004 Windspray Drive,Summerfield NC 27358 / USA Regional Manager Southeast

Formularz kontaktowy

Pierce Runnels, Civil Engineer
   

Pierce Runnels

General Manager Geobrugg North America

Zagrożeniami naturalnymi
Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer General Manager Geobrugg North America

Formularz kontaktowy

Tim Shevlin
 

Tim Shevlin

Sales Director

Zagrożeniami naturalnymi
Geobrugg North America, LLC,Salem OR 97302 / USA Sales Director

Formularz kontaktowy