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For testing the reliability of the proposed model, comparison with other phenomenological approaches has been made.
In order to select an appropriate geometrically derived design load model, comparison with existing design load models from the literature was undertaken.
Despite the simplicity of the model, comparison with experimental data for mm-sized spherical granules indicates that this equation is able to satisfactorily predict the overall compression profile from single-particle data.
The attenuation behaviour of the torsional guided wave mode is found not to be captured by a uniform soil model; comparison with predictions obtained with the Disperse software suggest that this is likely to be due to a layer of sand adhering to the surface of the pipe.
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Model comparison with the mean AIC.
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To validate the model, comparisons with experimentally gathered voltage and temperature data are made for the Jülich Mark-F, 18-cell stack operating in a test furnace.
In order to validate the presented model, comparisons with a computational modeling and experimental results for Fibonacci laminated composite and wavy laminated structure are given.
The goal of this test is to determine if the baseline model structure is the same for all three cohorts; further, this model provides baseline statistics for subsequent model comparisons with more strict constraints (see Table 2).
The results of model comparisons with likelihood ratio tests are given in Table 2 and full details of all model parameters are given in Table S3.
Additional file 3: i Cac802 model comparisons with other C. acetobutylicum models.
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