Performances of metal concentrations from three permeable pavement infiltrates. [PDF]
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Evaluation of Cracking Resistance of SMA-13 Hot Recycling Asphalt Mixtures Reinforced by Basalt Fiber. [PDF]
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Modification Mechanism of Multipolymer Granulated Modifiers and Their Effect on the Physical, Rheological, and Viscoelastic Properties of Bitumen. [PDF]
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Long short term memory networks for predicting resilient Modulus of stabilized base material subject to wet-dry cycles. [PDF]
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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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Integrating the Dynamic Modulus of Asphalt Mixes in the 1993 AASHTO Design Method
Transportation Research Record, 2017The AASHTO Guide for Design of Pavement Structures 1993 (1993 Design Guide) remains the most widely used pavement design manual by highway agencies and design consultants around the world. As defined in the 1993 Design Guide, the structural coefficient of a pavement layer ( a i ) is an ...
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The pavement structural design of one road is one of the variables that can most influence the cost of construction and maintenance of the pavement. For the design of pavements, one of the most used methodologies in Latin America is the proposal for AASHTO in 1993.
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Comparison of Idaho Pavement Design Procedure with AASHTO 1993 and MEPDG Methods
Transportation and Development Institute Congress 2011, 2011Several in service pavements located in different regions of Idaho that have been designed according to the ITD design method were redesigned using the AASHTO 1993 as well as the Mechanistic-Empirical Pavement Design Guide (MEPDG) procedures. All designs were conducted at a 50% reliability level.
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