美国
美国

myGeobrugg

Folkestone - Playground

边坡稳定 - Folkestone - Playground 2026

View from the base of the slope of the final installation

边坡稳定 - Folkestone - Playground 2026

View from the base of the slope part way through installation

边坡稳定 - Folkestone - Playground 2026

View of the upper active section of the slope, stabilisation

 
 

安装年份

2026

情况

A sandstone cliff above a frequently used playground in Folkestone, Kent, had been experiencing slope instability and rockfall issues for the past two years. The site is in the Lower Leas Coastal Park, with a total slope height of approximately 35 metres.

The Weathered Folkestone Sandstone had become increasingly unstable following coastal storms and erosion. Following heavy rainfall in early 2024, there were serious concerns. The chosen solution was a hybrid solution with an upper active rock bolted and meshed solution (upper 6 metres), becoming a passive drape netting solution across the lower 17 metres of the slope, all underlain by a geotextile to help prevent further surface erosion. The total width of the site was 20 metres.

Slope failures, first noticed when the slope moved, and cracks appeared in the walkway above. The failures were identified as a shallow translational slip approximately 1 metre deep. 

Consultant company Tony Gee and Partners was approached to assess the slope and provide a remediation solution to protect the public spaces above and below the slope from further slope movement. 

地質學

Weathered Folkestone Sandstone Formation

描述

The chosen solution was a hybrid solution with an upper active rock bolted and meshed solution (upper 6 metres), becoming a passive drape netting solution across the lower 17 metres of the slope, all underlain by a geotextile to help prevent further surface erosion. The total width of the site was 20 metres

Due to high amounts of vegetation on site, the topography was difficult to determine, Tony Gee attended the site regularly with CAN Geotechnical to adjust the locations of nails on site to suit conditions. 

The upper section of the solution utilised R32 hollow bars, to 5 metres depth, combined with Geobrugg TECCO G45/2 stainless steel mesh and P33 plates. Stainless steel was chosen due to the coastal location of the site to protect against corrosion. 

The combination of an active and passive netting solution provided a cost effective way to mitigate the translational failure identified and containing and further rockfall on the lower part of the slope. 

国家/地区

英国

客户

Folkestone & Hythe District Council

承包商

防护对象

Coastline

腐蚀保护

INOX / STAINLESS

本地联系方式

Saleh Feidi
 

Saleh Feidi

Regional Sales Manager California and Nevada

自然災害防護
Impact Protection
Geobrugg North America, LLC,8921 Emperor Ave.,91775 San Gabriel, California / 美国 Regional Sales Manager California and Nevada

联系地址

Bryant Jackson
 

Bryant Jackson

Regional Sales Manager Northeast

自然災害防護
Impact Protection
Geobrugg North America, LLC,22 Centro Algodones,87001 Algadones / 美国 Regional Sales Manager Northeast

联系地址

John Kalejta
 

John Kalejta

Regional Manager Rocky Mountains / Central USA

自然災害防護
Impact Protection
Geobrugg North America, LLC,KS 67226 Wichita / 美国 Regional Manager Rocky Mountains / Central USA

联系地址

Robert Long
 

Robert Long

Regional Sales Manager Southeast

自然災害防護
Impact Protection
Geobrugg North America, LLC,24905 Winterberry LN,60585 Plainfield / 美国 Regional Sales Manager Southeast

联系地址

Pierce Runnels, Civil Engineer
   

Pierce Runnels

Sales Director North America

自然災害防護
Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer Sales Director North America

联系地址

Tim Shevlin
 

Tim Shevlin

Regional Sales Manager Pacific Northwest and Hawaii

自然災害防護
Impact Protection
Geobrugg North America, LLC,2050 Timber St S,OR 97302 Salem / 美国 Regional Sales Manager Pacific Northwest and Hawaii

联系地址