Evaluation of resilient modulus of subgrade and base materials in Indiana and its implementation in MEPDG. [PDF]
Ji R, Siddiki N, Nantung T, Kim D.
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Lightweight Aggregate Concrete with Regard to Bridge Structures-State of the Art. [PDF]
Piechaczek M, Ostrowski KA, Furtak K.
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Coal fly ash industrial waste-derived products: a review on the extraction of aluminum and silicon for nanoparticle synthesis. [PDF]
Tenza NP, Aphane ME.
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Evaluation of Cracking Resistance of SMA-13 Hot Recycling Asphalt Mixtures Reinforced by Basalt Fiber. [PDF]
Zhang Y, Zhang Y, Li B, Kang A, Wang Y.
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Performances of metal concentrations from three permeable pavement infiltrates. [PDF]
Liu J, Borst M.
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Modification Mechanism of Multipolymer Granulated Modifiers and Their Effect on the Physical, Rheological, and Viscoelastic Properties of Bitumen. [PDF]
Li Y +7 more
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Long short term memory networks for predicting resilient Modulus of stabilized base material subject to wet-dry cycles. [PDF]
Al-Zubi MA +10 more
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The potential to manage releases of Bacillus anthracis using bioretention and a high flow media filter: Results of simulated runoff testing with tracer spores Bacillus globigii. [PDF]
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Comparison of AASHTO 1993 and MEPDG considering the Egyptian climatic conditions
Innovative Infrastructure Solutions, 2017The current flexible pavement design system in Egypt was adopted primarily from the AASHTO 1993 Design Guide. It is an empirical design method based on the results of the late 1950s AASHO Road test with many limitations. Thus, the Mechanistic-Empirical Pavement Design Guide (MEPDG) which is now called Pavement ME Design was developed to overcome those ...
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