Pile array assembly system for reduced soil liquefaction

E - Fixed Constructions – 02 – D

Patent

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E02D 5/22 (2006.01) E02D 27/14 (2006.01) E02D 27/16 (2006.01) E02D 27/34 (2006.01)

Patent

CA 2452136

A pile array assembly system for use in interaction with a ground site having adjacent building or structure footing or equivalent foundational support for reduced soil liquefaction in the event of seismic disturbance, is disclosed. The system is provided with a number of pile array subassemblies which relate to each other positionally and structurally to cooperate in deflecting seismic shock waves and also densifying the ground site to provide reduced soil liquefaction. Various arcuate or arc- linked pile units are placed as pile array subassemblies, in preferred embodiments, to utilize multiple configurational peripheries or perimeters of pile units. Additionally, in preferred embodiments, individual pile units within a subassembly are slanted or slanted and rotationally advanced or spun to achieve positioning for improved and advanced subground seismic wave deflection and dissipation.

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