This standard is related to civil engineering, from soil tests to be carried out in the laboratory, determination of bearing ratio, determination of unidirectional consolidation properties, determination of free (uniaxial) compressive strength, determination of shear resistance in a triaxial cell (unconsolidated - undrained) without measuring pore water pressure, shear It covers the determination of the resistance by measuring the pore water pressure in the triaxial cell (consolidated - undrained) and the determination of the shear resistance with the shear box.
This test is performed by finding the lift ratio using the load - penetration relationship obtained by pushing the piston of area 1935 into the ground at a specified velocity.
In this method, coarse or fine-grained samples can be tried. However, the largest grain diameter contained in the sample cannot be greater than one quarter of its height. Less than three tests cannot be performed on the same soil sample. It is necessary to avoid using the material cut in the experiments in another experiment.
This test, which is required in many fields such as civil and environmental engineering, is used in professional works and provides businesses to take more reliable steps.
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