A Review of the DCP-DN Pavement Design Method for Low Volume Sealed Roads: Development and Applications
Author(s) -
Philip Paige-Green,
G D van Zyl
Publication year - 2019
Publication title -
journal of transportation technologies
Language(s) - English
Resource type - Journals
eISSN - 2160-0481
pISSN - 2160-0473
DOI - 10.4236/jtts.2019.94025
Subject(s) - volume (thermodynamics) , california bearing ratio , cover (algebra) , civil engineering , engineering , design methods , traffic volume , computer science , environmental science , transport engineering , mechanical engineering , subgrade , physics , quantum mechanics
Widespread implementation of the DCP-DN design method for low volume roads has been promoted internationally over the past decade or so. The method has progressed from a simple determination of the in situ CBR investigation based on DCP-CBR correlations with respective cover requirements to a more sophisticated method using the DCP penetration data directly and omitting any need to use correlations with the CBR. This paper summarises the development of the method, and some of its advantages and compares the design structures with other recognised and widely implemented designs.
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