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.comENGLISH 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 wit...
The use of Dynamic Cone Penetrometer resulted in an estimated ratio of soil strength. Dynamic cone ...
Dynamic Cone Penetrometer is an ideal instrument for testing subgrade and embankment compaction and ...
Esta pesquisa procurou estabelecer uma correlação entre os valores de capacidade de suporte resultan...
The Dynamic Cone Penetrometer (DCP) is a device that is used for the estimation of in situ compactio...
Several testing methods can be carried out in testing the bearing capacity of the soil, such as soil...
Subgrade strength of soils is usually evaluated using California Bearing Ratio (CBR) values. As the ...
In civil engineering, land is important because as a place for building infrastructure to be built, ...
California Bearing Ratio (CBR) value is very popular among highway engineers as a soil support value...
California Bearing Ratio (CBR) value is very popular among highway engineers as a soil support value...
Since originally developed in 1959 by Scala in Australia, the Dynamic Cone Penetrometer (DCP) has be...
The purpose of this research was to correlate the results of the Dynamic Cone Penetrometer (DCP) use...
Quality control for compaction of earth fills is commonly performed by measuring the in situ density...
This paper presents a statistical approach to evaluate the variation between current correlation mod...
The Dynamic Cone Penetrometer (DCP) is a rapid and inexpensive device for characterizing unbound pav...
The Cone Penetration Test (CPT) is a simple and versatile test that is becoming more popular in Mala...
The use of Dynamic Cone Penetrometer resulted in an estimated ratio of soil strength. Dynamic cone ...
Dynamic Cone Penetrometer is an ideal instrument for testing subgrade and embankment compaction and ...
Esta pesquisa procurou estabelecer uma correlação entre os valores de capacidade de suporte resultan...
The Dynamic Cone Penetrometer (DCP) is a device that is used for the estimation of in situ compactio...
Several testing methods can be carried out in testing the bearing capacity of the soil, such as soil...
Subgrade strength of soils is usually evaluated using California Bearing Ratio (CBR) values. As the ...
In civil engineering, land is important because as a place for building infrastructure to be built, ...
California Bearing Ratio (CBR) value is very popular among highway engineers as a soil support value...
California Bearing Ratio (CBR) value is very popular among highway engineers as a soil support value...
Since originally developed in 1959 by Scala in Australia, the Dynamic Cone Penetrometer (DCP) has be...
The purpose of this research was to correlate the results of the Dynamic Cone Penetrometer (DCP) use...
Quality control for compaction of earth fills is commonly performed by measuring the in situ density...
This paper presents a statistical approach to evaluate the variation between current correlation mod...
The Dynamic Cone Penetrometer (DCP) is a rapid and inexpensive device for characterizing unbound pav...
The Cone Penetration Test (CPT) is a simple and versatile test that is becoming more popular in Mala...
The use of Dynamic Cone Penetrometer resulted in an estimated ratio of soil strength. Dynamic cone ...
Dynamic Cone Penetrometer is an ideal instrument for testing subgrade and embankment compaction and ...
Esta pesquisa procurou estabelecer uma correlação entre os valores de capacidade de suporte resultan...