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Secant pile walls are formed by constructing intersecting reinforced concrete piles. The secant piles are reinforced with either steel rebar or steel beams and are constructed by augering. Primary piles are installed first with secondary piles constructed in between primary piles once the latter gain sufficient strength. [1]
Pile overlap is typically in the order of 8cm. They are constructed when resistance to groundwater is required using the CFA technique or the cased CFA technology.
Secant pile walls are usually installed as retaining structures and support systems for deep foundations, retaining elements and at the same time load-bearing walls and deep foundations for engineering constructions (e.g. walls and foundations of underground storeys, stand-alone and framed bridgeheads, etc.).
Secant pile walls can be constructed using the CFA or the Cased CFA technology, consisting of reinforced piles with the gaps between them filled with:
This video demonstrates the secant piling method, which involves the installation of a secant pile wall & Vor der Wand:
The primary piles/columns cast first are called female or soft. The reinforced load-bearing piles are drilled to intersect the female piles/columns and are called male or hard.
Cantilever pile walls can be used for protecting land faults up to 5m high or, if using anchors or struts, up to 20m high. Secant pile walls allow for protecting land faults up to 5-6m or, if using anchors or struts, up to 25m high. The standard rake of the installed pile wall does not exceed 1:75, however, under special monitoring, the rake can be reduced to 1:125 and, in some cases, even to 1:200 for secant walls made of hard piles and installed using the CCFA technology.
The main advantages of secant pile walls are: