Ground anchors |
Pennine Geotechnical is able to construct temporary and permanent ground anchors in ground ranging from soils through to the hardest rocks. Pennine Geotechnical can provide Ground Anchor solutions involving systems which include the use of:
Pennine Geotechnical carries out Ground Anchor testing and stressing according to the circumstances of each job and régimes can include proving tests, on-site suitability tests and on-site acceptance tests. |
Ground Anchors - Case StudiesOur case studies provide great examples of some of the outstanding work we have undertaken. These case studies cover soil nails, soil nailing, bearing tension piles, restricted access piles, ground anchors, drilling and grouting, contiguous bored piled walls - other case studies are available. Click on the case study titles for further details on the individual projects. |
||
Sandhills, Liverpool |
||
|
Network Rail had commissioned a bridge deck replacement at Sandhill railway station, Liverpool. The bridge was being replaced on Christmas Day 2011. Hence all preparatory works were time critical...
Read More > |
|
Stockport - bridge abutment stabilisation |
||
Pennine stabilsed hstoric bridge abutments to enable the town centre road bridge deck to be lifted.
Read More > |
||
Chorley - Rail electrification |
||
Pennine installed ground anchors to stabilse Victorian railway structures as part of a track lowering and rail elctrification project.
|
||
Argoed - Retaining Wall Stabilisation |
||
|
Dyer and Butler required the specialist ground anchor services of Pennine Geotechnical to stabilse the retaining wall on the important A4048.
Read More > |
|
Bridlington - Ground anchor, tension micro piles |
||
Installation of a series of tension micro piles to anchor a temporary sheet pile wall...
Read More > |
||
Liverton Mill - Soil Nailing, Ground Anchors |
||
A landslip had caused the closure of an adopted highway linking the hamlets of Moorsholm and Liverton between Guisborough and Whitby. The road is on an incline and sits between a steep downslope with a beck at the toe on the North side and a significantly steeper upslope on the South side. It was apparent that some type of soil nailing scheme could be a viable solution.
Read More >
|