Includes secant piles soldier piles sheet piling diaphragm walls and custom wall types.
Diaphragm wall vs sheet pile.
Diaphragm sheet pile wall.
The main advantages of secant or tangent pile walls are.
In a tangent pile wall there is no pile overlap as the piles are constructed flush to each other.
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Increased wall stiffness compared to sheet piles.
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Reinforced two phase diaphragm walls sheet pile walls are cut off walls mostly without any load bearing function.
It creates a border which keeps the soil back away from the structure.
These walls derive their stability from the horizontal resistance of the ground into which they are driven and also from the.
In a tangent pile wall there is no pile overlap as the piles are constructed flush to each other.
Interlocking steel sheets of specific shapes are driven into the ground.
Includes slope stability and soil nailing.
Increased wall stiffness compared to sheet piles.
Increased construction alignment flexibility.
Sheet piling segmental retaining walls made of steel usually used in soft soils and tight spaces.
The following cut off wall types can be distinguished.
Cut off walls constructed using diaphragm wall techniques secant pile walls from concrete of slurry.
Sheet piling is used to provide temporary and permanent walls in the construction industry.
Depending upon ground conditions we are able to construct diaphragm walls to a depth of 100m with a thickness between 800mm to 1800mm.
Soldier pile or berliner wall.
Sheet piling is used as excavation support and for soil retention.
Provide rigid cost effective solutions for permanent or temporary retaining walls and shafts with less construction joints than bored pile walls.
Increased construction alignment flexibility.
Diaphragm wall is a sheet pile wall whose thickness is relatively smaller compared to its depth.
A diaphragm wall is constructed using a narrow trench excavated in ground and supported by an engineered fluid typically a bentonite mud until the mud is r.
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The main advantages of secant pile walls are.
They are particularly suitable for.
The top portion of a diaphragm wall cast is usually inferior concrete and therefore the wall would be cast higher than required and cut down to level.
Pile overlap is typically in the order of 3 inches 8 cm.
Soldier pile walls are generally constructed of wide flange steel h sections driven prior to excavation.
The diaphragm wall bearing piles and anchor piles would be installed from a dry ground platform either above high tide level or in a dewatered excavation.