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Sample stage design strength ratio results have been presented using the three most popular design methods of flexible pavement.
Three very popular design methods of flexible pavement are used to determine the stage design strength ratio as presented in the subsequent subsections.
The Caltrans and AASHTO methods are two empirical methods of flexible pavement design and they deploy relative strength indicators as the main basis for the design of pavement structures.
The deployed approach applies a two-stage solution to the three popular design methods of flexible pavement to yield pavement designs using stage load applications values specified for each investigated design load applications level.
The three investigated methods of flexible pavement design are the California Department of Transportation (Caltrans) method known as the California (Hveem) method, the American Association of State Highway and Transportation Officials (AASHTO) method, and the Asphalt Institute (AI) method.
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These problems solving through the method of flexible bracelet implementation had been suggested.
A new practical design method of flexible jumpers can be developed following the CLC presented here.
This paper introduces a new method of flexible service chaining using the standard Business Process Markup Notation (BPMN).
The AASHTO method of flexible pavement design is another empirical design method that uses a relative strength indicator known as the structural number, SN.
The California design method of flexible pavement is an empirical design method that uses a relative strength indicator known as the gravel equivalent, GE [10].
Recently we reported an extremely simple one-step fabrication method of flexible, optically transparent super-hydrophobic PDMS thin film using under-exposed under-baked photoresist mold [44].
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