Substantiation of Calculation Procedure of Rigid Pavement with Reinforced Base

The paper considers problems arising due to SF MAPLE SYRUP action of transport load on cement-concrete pavement.Local soil slump with formation of cavities takes place under longitudinal joints.This actioncauses a plate vibration.In order to reinforce the construction it is proposed to arrange local fixing with cavity filling.

Such method makes it possible to ensure additional plate support Blanket and due to this to reduce its vertical deformation that is proved by the calculations.

Leave a Reply

Your email address will not be published. Required fields are marked *