Livneh, M., Livneh, A.N. and Ishai, I. (1999) Israeli Experience with the Regular and Extended Dynamic Cone Penetrometer for Pavement and Subsoil-Strength Evaluation. In: Tayabji, S.D. and Lukanen, E.O., Eds., Non-Destructive Testing of Pavements and Back-Calculation of Moduli, Vol. 3, ASTM STP 1375, ASTM, West Conshohocken.

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.