hybrid pile n definition –a pile installed by combining driven and auger/drilled techniques. n why...
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Hybrid Pile Definition
– A pile installed by combining driven and auger/drilled techniques.
Why use a ‘Hybrid’?– by incorporating a ‘driven element’,
the pile installation costs are significantly reduced.
– On many occasions in the UK and further afield expensive drilled solutions have been adopted where a cheaper and quicker hybrid solution would be more economical.
Case Study 1
Major Bridge Project - Scotland
Problems– Concerns with vibration and ‘drawing
in’ of granular material with temporary cased auger/sub-artesion pressure causing blow back into pile bore
– 3.5m headroom
Solution– 344mm dia temporary cased and
300 dia auger in upper 4m - casing advanced ahead of auger. Install closed ended steel tube 273 dia then bottom drive to set at 15m.
Case Study 2 Rail Project - Scotland
Problems– Very dense material in upper 5-6m
(SPT 30-50), major obstructions, overlying very loose material (SPT<5), rockhead at 25m.
– Vibration
Solution– In upper 6m we used a Symmetrix
concetric ODS to penetrate dense material/obstructions.
– The base of the pile was grouted to form a 1.5m deep plug. Pile was then left for three days, drained then bottom driven keeping vibration levels <8mm/sec (PPV).
Case Study 2 Static Load Test Results
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Pile vertical load capacity of 3250KN was held but pile reached its serviceability level at around 2.75 x working load (2750KN).
The pile also withstood a significant horizontal test load of 300KN although its serviceable limit was reached at approx 2.0 x working load (200KN).
Case Study 3 Environmental Project
Problem– Highly contaminated ground
Solution– Proposal is to install a 323mm dia
bottom driven steel tube installed to rockhead at approx 3m below ground level. Pile toe is sealed using a 0.5m deep concrete plug.
– Concrete plug will then be drilled out using water flush rock roller to form 3m long x 250 dia socket
– Solution has to cater for seismic event.