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The design method for flexible pavements is not based on which of the below options?

The design method for flexible pavements is not based on which of the below options? Correct Answer Aggregate strength

It has not been able to establish a rational method for the design of flexible pavements. Therefore, methods based on soil classifications, soil strength and subgrade support have been used. It is based on the experience and past data available.

Related Questions

Consider the following statements regarding pavements: 1. Rigid pavements are more suitable than flexible pavements for stage construction. 2. Rigid pavements are more affected by temperature variations than flexible pavements. 3. In a flexible pavement, any deformation in the top layers is transferred to under- laid layers; but, in rigid pavements, there is slab or beam action due to which any deformation is only in the top layer of the concrete slab. Which of the above statements are correct?
Consider the following statements regarding pavements: (i) Rigid pavements have good night visibility than flexible pavements. (ii) It is possible to make cross-cutting of the rigid pavement. (iii) In a flexible pavement, any deformation in the top layers is transferred to the under-laid layers; but, in rigid pavements, there is slab or beam action due to which any deformation is only in the top layer of the concrete slab. Which of the above statements are correct?
The following 2 statements (S1 and S2) pertain to design of flexible pavements: S1: Most flexible pavement design procedures are based on Benkelman beam deflection measurements S2 : Elastic deflection is a practical non-destructive measure of pavement stiffness which relates well to fatigue failure.
Rigid pavements are stiffer than flexible pavements due to ______
Which of the following belong to the category of true experimental design? A. One group pre test post test design B. Two groups randomized subjects post test only design C. Two groups static designs. D. Randomised groups pre test post test design E. One group time series design Choose the correct answer from the options given below:
The California Resistance Value method is a type of which of the below methods used for the design of flexible pavements?
______ proposed the original curves for the design of flexible pavements using CBR method.
Who proposed the triaxial method of design for flexible pavements?
Which of the below is a type of empirical methods used for the design of flexible pavements?
Which of the below is not a method to extract the rigid pavement for reusing as the base in flexible pavements?