Dynamic cone penetrometer (DCP) relative density correlations for sands
Date
2019
Journal Title
Journal ISSN
Volume Title
Publisher
Brazilian Association of Soils Mechanics and Geotechnical Engineering
Abstract
ENGLISH ABSTRACT: The dynamic cone penetrometer (DCP) is a widely used in-situ device to determine the engineering properties of soils. This paper reports a meta-analysis of laboratory calibration studies to establish a relationship between the rate of penetration and relative density for sands. Fourteen (14) different sands from different geographic and geological settings are compared. A direct relationship between the rate of penetration and relative density is proposed with a standard error in relative density predictions of 11%. A relationship incorporating the sand’s median particle size is also proposed with a standard error in relative density predictions of 9%. Whilst there is good agreement between most of these studies, local conditions should be considered before adopting a proposed correlation in engineering design.
Description
CITATION: MacRobert, C. J., Bernstein, G. S. & Nchabeleng, M. M. 2019. Dynamic cone penetrometer (DCP) relative density correlations for sands. Soils and Rocks, 42(2):201-207, doi:10.28927/SR.422201.
The original publication is available at https://www.soilsandrocks.com
The original publication is available at https://www.soilsandrocks.com
Keywords
Dynamic cone penetrometer, Dynamic Penetration Index, Soil mechanics, Geotechnical engineering
Citation
MacRobert, C. J., Bernstein, G. S. & Nchabeleng, M. M. 2019. Dynamic cone penetrometer (DCP) relative density correlations for sands. Soils and Rocks, 42(2):201-207, doi:10.28927/SR.422201