⚑ CORENET X Notes
For pile performance-based design, the project team must submit separate sets of IFC+SG models for each distinct pile design parameter.
The pile elements shall be modelled as per true coordinates in the IFC+SG model with the necessary information required as stipulated in the tables below.
IfcPile
| S/N | Property | Type | Unit | Limited | Values / Examples |
|---|---|---|---|---|---|
| 1 | MaterialGrade | Text | — | Yes | C12/15C20/25C30/37C32/40C35/45C40/50C50/60C55/67C60/75C70/85C80/95S235S275S355S460e.g. Refer to list^ |
| 2 | BoreholeRef | Text | — | — | e.g. BH2, BH3, BH12-2 |
| 3 | ConstructionMethod | Text | — | Yes | CISPCPT (Pre)PT (Post)PFPPVCSpun [for pile element only]e.g. Refer to list^ |
| 4 | DA1-1_CompressionCapacity | Integer | kN | — | e.g. 5683 |
| 5 | DA1-1_TensionCapacity | Integer | kN | — | e.g. 3655 |
| 6 | DA1-2_CompressionCapacity | Integer | kN | — | e.g. 4823 |
| 7 | DA1-2_TensionCapacity | Integer | kN | — | e.g. 3025 |
| 8 | MinEmbedmentIntoBearingLayer_SPT_MoreThan_100N | Real | m | — | e.g. 16.5 |
| 9 | MinEmbedmentIntoBearingLayer_SPT_MoreThan_60N | Real | m | — | e.g. 23.2 |
| 10 | MinRockSocketingLength | Real | m | — | e.g. 16.5 |
| 11 | ReinforcementSteelGrade | Text | N/mm2 | Yes | 500A500B500C600A600B600Ce.g. Refer to list^ |
| 12 | StructuralCompressionCapacity | Integer | kN | — | e.g. 6525 |
| 13 | StructuralTensionCapacity | Integer | kN | — | e.g. 3825 |
| 14 | Breadth | Length | mm | — | e.g. 300 |
| 15 | CutOffLevel_SHD | Real | SHD m | — | e.g. -1.35 |
| 16 | Diameter | Length | mm | — | e.g. 600 |
| 17 | Length | Length | mm | — | e.g. 40500 |
| 18 | Mark | Text | — | — | e.g. P156 |
| 19 | MemberSection | Text | — | — | e.g. CHS500x3.0, 254x254x63 kg/m |
| 20 | ToeLevel_SHD | Real | SHD m | — | e.g. -63.35 |
| 21 | Width | Length | mm | — | e.g. 600 |
| 22 | MainRebar | Text | — | — | e.g. 10H32+10H16 |
| 23 | PileType | Text | — | Yes | DrivenBoredJacked ine.g. Refer to list^ |
| 24 | ReinforcementLength | Text | m | Yes | Fully reinforcedUnreinforcedAny numerical value [up to 1 decimal place]e.g. Refer to list^ |
| 25 | Stirrups | Text | — | — | e.g. H16-250 |
| 26 | DA1-1_CompressionDesignLoad | Integer | kN | — | e.g. 5515 |
| 27 | DA1-1_TensionDesignLoad | Integer | kN | — | e.g. 3255 |
| 28 | DA1-2_CompressionDesignLoad | Integer | kN | — | e.g. 4650 |
| 29 | DA1-2_TensionDesignLoad | Integer | kN | — | e.g. 2850 |
| 30 | NegativeSkinFriction | Integer | kN | — | e.g. 135 |
IfcBuilding
| S/N | Property | Type | Unit | Limited | Values / Examples |
|---|---|---|---|---|---|
| 1 | PileModelFactor | Real | — | — | e.g. 1.35 / 1.55 |
| 2 | ShaftR4DesignFactor | Real | — | — | — |
| 3 | EndBearingR4DesignFactor | Real | — | — | — |
| 4 | NoOfULTTest | Integer | — | — | e.g. 2 |
| 5 | NoOfWorkingLoadTest_MaintainedLoadTest | Integer | — | — | e.g. 3 |
| 6 | NoOfWorkingLoadTest_RapidLoadTest | Integer | — | — | e.g. 3 |
| 7 | NoOfNonDestructiveTestPile | Integer | — | — | e.g. 8 |
Machine API: parameters.json — raw README.md / notes.md