Plate Load Test Report Xls Work Jun 2026

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The core of your analysis involves averaging the readings from two or three dial gauges and verifying their consistency.

: The Structural Engineers Facebook Group occasionally shares geotechnical design suites that include PLT calculation modules. Critical Report Data Points

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For purely cohesive soils, the bearing capacity is independent of the plate size:

Lock all formula cells, area calculations, and chart references. Leave only the metadata fields and the raw dial gauge columns unlocked for data entry.

If you used a smaller plate (e.g., 300mm) but the actual footing is larger (e.g., 1.5m), you must correct the settlement. Excel should include a cell for "Proposed Footing Size" and apply the correction formula (typically used in IS 1888):

Here's an example of what the plate load test report XLS might look like: This public link is valid for 7 days

qu,foundation=qu,plateq sub u comma foundation end-sub equals q sub u comma plate end-sub Ultimate Bearing Capacity ( ) for Sandy Soils

Insert an using smooth lines and data markers.

): Derived by dividing the ultimate bearing capacity by a designated Factor of Safety ( FOScap F cap O cap S ), usually ranging between

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From your generated chart and data table, you can determine two critical metrics: Ultimate Bearing Capacity (

| Load (kN) | Settlement (mm) | Time (min) | | --- | --- | --- | | 0 | 0 | 0 | | 50 | 1.2 | 5 | | 100 | 2.5 | 10 | | 150 | 4.1 | 15 |

While laboratory tests give us soil parameters, the is the gold standard for determining the ultimate bearing capacity and settlement characteristics of soil in situ.

Specific borehole or foundation pit number. Raw Data Entry Columns