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Good agreement was found between failures predicted by the criteria and field observations on 20 in-service pavements.
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Figure 1 shows the comparison of actual cumulative failures and cumulative failures predicted by ten software reliability models.
Figure 2 plots the comparison of the actual cumulative failures and cumulative failures predicted by ten software reliability models.
The initial ply failure predicted by applying the average stress criterion is followed by a simple progressive failure.
The work presented in this article deals with the correlation between failure loads predicted by different code provisions, ECP203-11, ACI318-08, BS 8110.1-1997 and EC2-2004, of isolated column footings, and the corresponding measured values.
In this regard, the objective of this paper is to assess the probability of failure considering the failure scenario predicted by initiation stage.
Fibre failure was predicted by the numerical approaches.
In general, the failure load predicted by the FEM is within 5% of the experimental results.
Worsening heart failure was predicted by hyponatraemia and kidney dysfunction.
The agreement between the load predicted by the model and the observed failure load is illustrated in Figure 3.
While single failures were accurately predicted by ACI 318M-05 ACI ACI 440.2R-08, conesned ones were not.
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CEO of Professional Science Editing for Scientists @ prosciediting.com