Plate Load Test Report Xls Work Online

is the specified settlement. Excel Formula Example: = Index(Stress_Range, Match(1.25, Settlement_Range, 1)) / 1.25 Step-by-Step Data Analysis & Interpretation

Apply your project’s Factor of Safety (FOS), which typically ranges from 2.5 to 3.0:

When downloading or finalizing your "Plate Load Test Report XLS," ensure it includes the following tables and sections: plate load test report xls work

Below is a comprehensive guide on how to structure, calculate, and automate a plate load test report using an Excel spreadsheet ( .xls or .xlsx ). 1. Structure of a Plate Load Test Excel Template

Once the maximum test load is reached and stabilized, release the load in consecutive stages (e.g., 50%, 25%, 0%) and log the elastic rebound of the soil. 4. Generating the Load-Settlement Curve is the specified settlement

Inputs from multiple gauges (usually 2 to 4) placed around the plate to capture differential settlement. 3. Automated Calculation Engine Using Excel formulas, this section processes the raw data. Average Settlement ( Savgcap S sub a v g end-sub ): Calculated using =AVERAGE(Gauge1, Gauge2, Gauge3) . Applied Stress ( ): Calculated by dividing the Applied Load ( ) by the cross-sectional area of the plate (

The header of your spreadsheet should capture the context of the test: Project name, location, and client. Structure of a Plate Load Test Excel Template

Pressure (kPa)=Load (kN)Area (m2)Pressure open paren k cap P a close paren equals the fraction with numerator Load open paren k cap N close paren and denominator Area open paren m squared close paren end-fraction Excel Formula: = Load_Cell_kN / Plate_Area_m2 Modulus of Subgrade Reaction ( Used extensively in pavement and mat foundation design:

Sf=Sp×[Bfoundation×(Bplate+0.3)Bplate×(Bfoundation+0.3)]2cap S sub f equals cap S sub p cross open bracket the fraction with numerator cap B sub foundation end-sub cross open paren cap B sub plate end-sub plus 0.3 close paren and denominator cap B sub plate end-sub cross open paren cap B sub foundation end-sub plus 0.3 close paren end-fraction close bracket squared Modulus of Subgrade Reaction (

Sf=Sp×(BfoundationBplate)cap S sub f equals cap S sub p cross open paren the fraction with numerator cap B sub foundation end-sub and denominator cap B sub plate end-sub end-fraction close paren