Ese, D., Myre, J., Noss, P. and Vaerness, E. (1994) The Use of the Dynamic Cone Penetrometer (DCP) for Road Strengthening Designs in Norway. In: Proceedings of the 4th International Conference on the Bearing Capacity of Roads and Airfields, University of Minnesota, Minneapolis.

has been cited by the following article:

• TITLE: A Review of the DCP-DN Pavement Design Method for Low Volume Sealed Roads: Development and Applications

  AUTHORS: Philip Paige-Green, Gerhardt Daniel Van Zyl

  KEYWORDS: Low Volume Roads, Design, Dynamic Cone Penetrometer, DCP, CBR

  JOURNAL NAME: Journal of Transportation Technologies, Vol.9 No.4, September 12, 2019

  ABSTRACT: 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.