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Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
As part of the temporary support to a section of river side cofferdam, the Engineer required a low level tie bar system to secure opposing sheet piled walls.
Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
Jet Grout columns were installed behind the junction of two sections of Secant Pile Wall in Gillingham to prevent groundwater flow into a new cut section of road underpass. Read more...
Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
Planning constraints in Woking dictated that McLaren s new research centre be constructed substantially underground. Further constraints required that the surrounding groundwater levels be maintained during construction.
Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
In order to construct the new hotel the existing structures to the centre and to the rear of the site were to be demolished, whilst retaining a Grade 2 Listed court cell. Underpinning was required to some of the existing buildings in order that a new basement could be formed.
Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
As part of the design and construction of a new road embankment, Carillion Construction Ltd required the design of a temporary retaining wall. KGE proposed the utilisation of a soil nail and sprayed concrete wall. This offered both cost and programme savings to the Client.
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Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
As part of the construction of a new basement for a domestic property, the Client and Main Contractor had problems in the available solutions due to a restriction imposed by Thames Water and adjacent land boundaries. The wall required was 153 metres in length with a maximum dig depth of 7 metres.
Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
As part of the flood defences between Maidenhead and Windsor a new channel was being constructed to supplement the River Thames capacity. This involved many road crossings and hence bridge abutments.
Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
The nature of the ground conditions and very restricted working space called for a novel approach to installing a hydraulic in-ground barrier and leachate collection system. The works were very close to an environmentally sensitive waterway.
Keller GE - Keller Ground Engineering, Case Histories, soil nailing, slope stabilisation
As part of the above development, Jet Grouting was required to reduce the permeability of the Thames Gravel between the London Clay and the underside of the adjacent footings.
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