by Colm Edwards | Nov 5, 2014 | CFA, Techniques
Installation process CFA piles are formed by drilling a continuous flight auger into the ground. The sides of the hole are supported at all times by the soil-filled auger, eliminating the need for temporary casing or bentonite slurry. Upon reaching the...
by Colm Edwards | Oct 30, 2014 | Secant Bored Pile Retaining Walls, Techniques
This system involves constructing interlocking bored piles to form a continuous concrete piled wall suitable for water bearing ground conditions. The un-reinforced primary piles are constructed first, often using Continuous Flight Auger...
by Colm Edwards | Oct 30, 2014 | Soil Nailing, Techniques
Soil nailing has become very popular over the past two decades especially in embankment stabilisation works associated with motorway widening and railway embankment stabilisation. It is especially useful for sites with difficult access as the...
by Colm Edwards | Oct 30, 2014 | Rotary Bored Piling, Techniques
Rotary bored piles differ from CFA piles in that a temporary casing is installed to support the bore from collapse in unstable ground conditions, for example in superficial soils. Where casing lengths are short they can be inserted as a single plain...
by Colm Edwards | Oct 30, 2014 | Restricted Access Mini Piling, Techniques
For difficult access or low headroom sites small purpose built piling rigs can be employed. They use either rotary or continuous flight auger techniques to suit the prevailing ground conditions. Using such methods mini piles can be drilled in diameters...
by Colm Edwards | Oct 29, 2014 | Contiguous Bored Pile Retaining Walls, Techniques
This system involves constructing discrete piles in a line to form a retaining wall. The piles are typically spaced out with their centres 150mm greater than their diameter; for example, 600mm diameter piles at 750mm centres. They are drilled with...