I may have a concern regarding the durability of cemented pavement at full depth in a hydraulically bound environment. Please I need clarifications. Cement is known for its cracking and brittle behavior on prolonged exposure to moisture. In pavement structures, the fear is that they are constant exposed to moisture through various paths. How do you intend to account for the durability of such structures when they are prone to cracks which makes way for water migrate through the pavement structure? FDR is a novel approach but has to be able to stand the factors that affect pavement structures. Thank you.