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Variation of Resilient Modulus of Aggregate Base and Its Influence on Pavement Performance

Autor: DR Petersen, RE Link, P Tian, MM Zaman, JG Laguros

Publikováno v: Journal of Testing and Evaluation. 26:329

Resilient modulus (MR), which properly characterizes the load-deformation response of pavement materials under traffic loading, is evaluated. The MR variations due to three different gradations and three different moisture contents were investigated

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::9b6fde1ad10727ab8d631c3746fbc560
https://doi.org/10.1520/jte12010j

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Characterization of Base/Subbase Materials under Repetitive Loading

Autor: DR Petersen, RE Link, D-H Chen, MM Zaman, JG Laguros

Publikováno v: Journal of Testing and Evaluation. 23:180

Testing of granular materials for evaluation of Resilient Modulus (MR) suffers from the lack of a standardized test method. Although AASHTO over the past six years (1986 to 1992) has proposed three different testing procedures (T274-86, T292-91I, and

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::26b76b1dc2171491336859e4364ab8f3
https://doi.org/10.1520/jte10408j

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