Plate Load Test Report Xls Work

| Parameter | Value | Unit | Formula / Note | |-----------|-------|------|----------------| | | BH-01 | - | Input | | Plate diameter | 300 | mm | Input | | Plate area | 0.0707 | m² | =PI()*(0.3/2)^2 | | Max load applied | 100.0 | kN | Input | | Max pressure | 1414.2 | kPa | =Max Load / Area | | Settlement at max load | 5.80 | mm | From Sheet 2 | | Safe bearing capacity (SBC) | 282.8 | kPa | At 5 mm settlement (or 1/3 of failure) | | Modulus of subgrade reaction (K) | 48.8 | kN/m³ | =Pressure / Settlement (in meters) | | Modulus of elasticity (E_plate) | 15.2 | MPa | From initial linear slope | | Remarks | Soil: Sandy Silt, dry | - | - |

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This shows creep behavior.