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In this study, the statistical properties for the model factor [the ratio of actual factor of safety (FS) to the calculated FS] of three popular base heave calculation methods are calibrated based on real case histories with wide excavation.
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The parameters required in two methods were calibrated using stress-strain curves generated through the multi-scale approach, which combines micromechanics of failure (MMF) and meso-mechanical models describing the geometries of braided composites.
Both methods were calibrated against each other.
Previously, the plate and acquisition methods were calibrated with 0.5 μL of CM5.
In initial development our typing methods were calibrated using the reference samples of known DEFA1A3 copy number defined by Aldred et al.[ 30] after pulsed-field gel electrophoresis and Southern blotting.
The method was calibrated using external calibration and UDP as internal standard.
The design method was calibrated using data from the tests.
First, the location method is calibrated (following the procedure described in Section 2.3).
The method is calibrated against corresponding finite element and experimental results.
This method was calibrated from 10too 50,000 ng/g with an LOQ of 26 ng/g.
The LII method was calibrated using a Santoro-style burner with ethylene as the fuel.
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