Dynamic piles
Revision as of 23:20, 25 July 2017 by Thebastidge (talk | contribs) (Created page with "Dynamically installed piles are finned piles designed to be released from 20 to 100 m above the seabed and reach velocities from 20 to 25 m/s before self-embedment. The tip pe...")
Dynamically installed piles are finned piles designed to be released from 20 to 100 m above the seabed and reach velocities from 20 to 25 m/s before self-embedment. The tip penetration is expected to be two to three times the pile length with holding capacity after consolidation ranging from three to six times the pile weight.
ABS Guidance Notes: Design Methodology for Dynamically Installed piles
| Structure Designs |
|---|
| Structure requirements · PintStead · Spar · Semi-submersible · Submersible · Boats · Collaborative Design · Space Frame · Low Cost Seastead · Conex dumbbell · Docks · |
| Materials |
|---|
| Materials · Thin Shell Ferrocement · Concrete · Geopolymer · Basalt |
| Engineering Data |
|---|
| Low Cost Wave Tank · Scale models · Wind Loads · Seasteading Software |
| Stability & Propulsion |
|---|
| Stability · Propulsion · Station Keeping · Gyroscopes · Stabilizers · Pneumatically Stabilized Platforms · Connections |
Mooring Systems are a means of keeping a Seastead in one place either temporarily or permanently.
Related concepts:
| Structure Designs |
|---|
| Structure requirements · PintStead · Spar · Semi-submersible · Submersible · Boats · Collaborative Design · Space Frame · Low Cost Seastead · Conex dumbbell · Docks · |
| Materials |
|---|
| Materials · Thin Shell Ferrocement · Concrete · Geopolymer · Basalt |
| Engineering Data |
|---|
| Low Cost Wave Tank · Scale models · Wind Loads · Seasteading Software |
| Stability & Propulsion |
|---|
| Stability · Propulsion · Station Keeping · Gyroscopes · Stabilizers · Pneumatically Stabilized Platforms · Connections |
