Abstract
Graded broken stone has good road performance and it gradually began to adopt in strengthening the domestic old road or the new road design, because it is the repose of aggregate materials ,can effectively prevent the occurrence of reflection cracking and has good bearing capacity. Graded broken stone material has obvious stress dependent characteristics and the stress strain curve is nonlinear variation. Stress state and its place in the structure of pavement layer, layer thickness and modulus of the structure are directly related. Therefore, the paper has analyzed the thickness of each layer in the design of reinforcement structure impacting on the grading macadam stress state.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
