Dynamic methods are adopted in numerous civil engineering
sections. Especially evaluation of the earthwork quality can be
speed up using these methods. The results of the parallel
measurements of selected testing devices for determining the
quality of soil compaction were used for comparative analysis.
The correlations between values obtained from various
apparatuses were derived to evaluate the usability of the
devices for tested type of soil. Test field represented soft
subsoil of the road embankment consisted from low plasticity
clay. Correlations show that examined apparatuses are suitable
for examination of compaction level of fine-grained soils with
consideration of limit conditions of used equipment. Applied
methods are quick and results can be obtained immediately after
measurement, and the methods are thus suitable in cases when
construction works have to be performed in a short period of
time. Generally, both Humboldt GeoGauge™ and Clegg Impact Soil
Tester can substitute the LDD test in terms of the earthworks
assessment, however, limit conditions of apparatuses given by
the manufacturers need to be taken into account to achieve
results with a required accuracy. Mentioned methods are based
on the dynamic effect of the testing equipment on the soil
layer, so results have to be interpreted carefully considering
the type and physical state of tested soil. © 2016 The Authors.
Published by Elsevier Ltd. Peer-review under responsibility of
organizing committee of the World Multidisciplinary Civil
Engineering-Architecture-Urban Planning Symposium – (WMCAUS
2016)
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