incorporating the nuclear density probe into the probe of piezocone penetrometer
is a newly developed in-situ testing device that can simultaneously measure cone resistance
sleeve friction
pore water pressure and density. According to the principle that ND-CPT measures the average wet density of the soil within a spheroid volume around the central point of the source and the detector
the backscatter and average value models which can calculate the average density of soil within a spheroid volume are firstly proposed. Then
assuming ND-CPT is penetrated into various heterogeneous strata
the differences between the average density profiles and the actual density profiles are investigated; and the results show that the measured values are considerably different from the actual values near the boundaries of strata. Finally
the measured profiles of seabed sediments in Ariake Sea
Japan
are interpreted and the actual profiles are deduced. The research results can provide the basis for accurate soil classification using ND-CPT.