Some studies have shown that soil aggregates are not homogeneously bui
lt up as commonly assumed. Maximum differences in selected soil proper
ties exist between the uppermost layer and the interior of an aggregat
e. Evaluation of the strength of this layer by determination of force
to penetration yields extremely high values of resistance to penetrati
on when using a fine and sharp probe instead of a blunt probe. It is s
hown that a very small increase of the soil-metal friction within the
range of the sharp tip causes the high value of resistance to penetrat
ion. This is normally not the case when using a blunt probe because so
il-metal friction, which is subtracted from force to penetration when
calculating resistance to penetration, can be measured over the whole
depth of penetration.