| GeoDoc - Method Statement | GeoDoc - Test Report |
|---|---|
| Static Top-Loaded System using Kentledge Blocks
https://GeoDoc.MrGeo2U.com/mos-kentledge Static Top-Loaded System using Anchor Piles https://GeoDoc.MrGeo2U.com/mos-anchor | Static Top-Loaded Pile Load Test (TLPLT)
https://GeoDoc.MrGeo2U.com/rpt-tlplt |
| Static Bi-Directional using YJACK System (Type B)
https://GeoDoc.MrGeo2U.com/mos-yjack(B) Static Bi-Directional using YJACK System (Type C) https://GeoDoc.MrGeo2U.com/mos-yjack(C) Static Bi-Directional using YJACK System (Type O) https://GeoDoc.MrGeo2U.com/mos-yjack(O) Static Bi-Directional using YJACK System (Type W) https://GeoDoc.MrGeo2U.com/mos-yjack(W) Static Bi-Directional using OJACK System (Type B) https://GeoDoc.MrGeo2U.com/mos-ojack(B) Static Bi-Directional using OJACK System (Type W) https://GeoDoc.MrGeo2U.com/mos-ojack(W) | Static Bi-Directional Pile Load Test (BDPLT)
https://GeoDoc.MrGeo2U.com/rpt-bdplt |
| Dynamic High-Strain Pile Load Test (PDA)
https://GeoDoc.MrGeo2U.com/mos-pda | Dynamic High-Strain Pile Load Test (HSPLT)
https://GeoDoc.MrGeo2U.com/rpt-hsplt |
| Dynamic Medium-Strain Pile Load Test (Statnamic)
https://GeoDoc.MrGeo2U.com/mos-statnamic | Dynamic Medium-Strain Pile Load Test (MSPLT)
https://GeoDoc.MrGeo2U.com/rpt-msplt |
| Dynamic Low-Strain Pile Integrity Test (PIT)
https://GeoDoc.MrGeo2U.com/mos-pit | Dynamic Low-Strain Pile Integrity Test (LSPIT)
https://GeoDoc.MrGeo2U.com/rpt-lspit |
| Dynamic Ultra-Sound Pile Integrity Test (CSL)
https://GeoDoc.MrGeo2U.com/mos-csl | Dynamic Ultra-Sound Pile Integrity Test (USPIT)
https://GeoDoc.MrGeo2U.com/rpt-uspit |
| Dynamic Tube-Wave Pile Integrity Test (Tube Wave)
https://GeoDoc.MrGeo2U.com/mos-twave | Dynamic Tube-Wave Pile Integrity Test (TWPIT)
https://GeoDoc.MrGeo2U.com/rpt-twpit |
| Dynamic Hole-Profiling Pile Imaging Test (Hole Profiling)
https://GeoDoc.MrGeo2U.com/mos-hprofile | Dynamic Hole-Profiling Pile imaging Test (HPPIT)
https://GeoDoc.MrGeo2U.com/rpt-hppit |
| To Be Confirmed | To Be Confirmed |
|---|---|
| To Be Confirmed | To Be Confirmed |
| To Be Confirmed | To Be Confirmed |
| To Be Confirmed | To Be Confirmed |
| To Be Confirmed | To Be Confirmed |