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Chapter 4 - Conclusions and Recommendations
Pages 29-29

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From page 29...
... This anisotropy is the primary reason for preferring the IDT creep and strength tests over other procedures. • Pavement engineers and researchers should be careful when using compliance and modulus values for asphalt concrete in pavement design and analysis, because these and related properties are potentially anisotropic and their values will depend upon the direction and sense of the applied stress with respect to the orientation relative to the compaction process.


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