FIELD: construction.
SUBSTANCE: invention relates to construction, specifically to methods of soil testing. Method of soil testing by static probing method involves periodical dipping of a probe in soil massif with stops and measurement of soil resistance to introduction of a probe in time. When the probe is stopped, total ground pressure is measured in time on the side surface of the probe, from which relaxation parameters and coefficient of friction of the soil are determined.
EFFECT: simple determination of relaxation parameters, effective relaxation parameters, soil friction coefficient and natural pore pressure during static ground probing.
1 cl, 2 dwg
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