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Subsequently, a slipping and fluidity model was carefully established to better understand the fluidity mechanism of CN-GOLs.
Though prominent, none of these players in these examples were held to the same standards as Woods, whose image as a role model was carefully crafted and maintained by his sponsors and handlers.
At last, once the potential groundwater areas were identified, cross validation of the resultant model was carefully carried out using existing data of dung wells and bore holes.
Each candidate model was carefully evaluated and compared to all other models and a mean model using well-defined statistical criteria in the spectral domain and maps in the physical space.
Afterward, the model was carefully and iteratively refined with exclusion volume spheres (XVOLs) and shape constraints.
By all common criteria, the empirical model was carefully cross-validated and would be recommended as a reliable prediction tool by any QSAR practitioner.
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Advantages and peculiarities of each model are carefully discussed in this work.
Issues involving the online sequential learning of the eT2FIS model are carefully examined.
Material models regarding normal concrete and UHPFRC as well as the vehicle model were carefully calibrated by experimental data.
Simultaneously, experiments based on the modified model and on the traditional PPD model are carefully conducted to compare their results.
The validity and artifacts of the cohesive interface model are carefully examined, and the crack morphologies under various indentation and material parameters are systematically studied.
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