The Results Of The Study Of The Pressiometer In The Engineering-Geological Conditions Of Uzbekistan.

Nabieva Nigora Akbarovna

Abstract


In the paper discusses the results of experimental studies of the strengthened and deformed state of the soil around the walls of the borehole under axisymmetric loading. Analytical expressions are given for determining the soil deformation modulus during the test with a sand pressiometer.


Keywords


Strength, Deformation, Displacements, Load, Lateral Stress, Soil Stress On The Borehole Wall, Modeling Of Soil Test, Correlation Coefficient, Axisymmetric Task, Deformation Modulus.

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References


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DOI: http://dx.doi.org/10.52155/ijpsat.v24.2.2723

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