• Corpus ID: 53494796

Development of new foundation method using steel pipe sheet pile with high strength pipe-junction hyper-well SP

@inproceedings{Onda2006DevelopmentON,
  title={Development of new foundation method using steel pipe sheet pile with high strength pipe-junction hyper-well SP},
  author={Kunihiko Onda and Kiyosi Yokomaku and Hiroya Ookubo},
  year={2006}
}
A new steel pipe sheet pile composite foundation method called "Hyper-Well SP" was developed for application to a large-scale bridge. The structural characteristics and workability of the new method were verified in various experiments, and a design method was established. "Hyper-Well SP," which features high rigidity, was applied for the first time in the foundation of the Tokushima-Higashi-Kanjo-Ohashi, and construction of one section has already been completed. Workability equal to that of… 
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2 Citations

Effective Foundation Input Motion for Soil-Steel Pipe Sheet Pile (SPSP) Foundation System
An experimental investigation to evaluate the effective foundation input motion (EFIM) of a soil-steel pipe sheet pile (SPSP) foundation system under 1g conditions was carried out through scaled…
Frequency and intensity dependent dynamic responses of soil-steel pipe sheet pile (SPSP) foundation-superstructure system

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