STUDY OF MECHANICAL PROPERTIES OF COMPACTED MATERIALS GROUND PADS AS RANDOM VARIABLES

Abstract

The statistic analysis of variability values of mechanical characteristics of compacted soils is done. Also the laws of their distribution are determined. As a result, it is determined that for the deformation modulus, unit cohesion and internal friction angle the logarithmic normal law of distribution is more correct, while for penetration resistance – exponential law.

Keywords

• research
• mechanical characteristics
• compacted material
• dirt pillow
• random variable