| 摘要 |
A pile array assembly system for use in interaction with a ground site havi ng adjacent building or structure footing or equivalent foundational support fo r 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 othe r 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 slante d or slanted and rotationally advanced or spun to achieve positioning for improve d and advanced subground seismic wave deflection and dissipation.
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