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Soldier
pile walls may consist of preformed elements installed into pre-drilled
holes and backfilled with stabilised sand, or alternatively bored-reinforced
concrete cast-in-place piles. In either case, soldier piles are
positioned at approximately 2.4 metre spacing and in-situ sprayed
concrete infill panels or other forms of lagging are subsequently
installed. Soldiers may be cantilevered, but are generally restrained
by soil anchors, which are progressively installed along with
the infill lagging, as the excavation proceeds.
Where
soldiers are required to carry a vertical load, either from the
permanent structure, or vertical load component from the ground
anchor, the toes of the soldiers are embedded in a concrete socket.
Stabilised
sand backfill ensures the soldiers remain positioned and transfers
load between the soldier and retained soil.
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Cast
In-situ Soldier Piles
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|
| Maximum
Depth |
40
m |
| Vibration
Levels |
<
2 mm/sec |
| Installation
Speed |
up
to 150 m/day (of piling) |
 
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