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Nondestructive Evaluation of Iowa Pavements Phase I

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Figure

Figure 2. FWD bottom view with sensor locations (Source: http://training.ce.washington.edu/WSDOT/Modules/09_pavement_evaluation/09­
Figure 48. Full-depth EAC prediction comparisons with statistical algorithms
Table 14. Linear elastic layer analysis backcalculation programs
Table 15. Nonlinear elastic layer analysis backcalculation programs
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