
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.
исследование; механическая характеристика; уплотненный материал; грунтовая подушка; случайная величина, Transportation engineering, research; mechanical characteristics; compacted material; dirt pillow; random variable, random variable, research, TA1001-1280, дослідження; механічна характеристика; ущільнений матеріал; грунтова подушка; випадкова величина, compacted material, mechanical characteristics, dirt pillow
исследование; механическая характеристика; уплотненный материал; грунтовая подушка; случайная величина, Transportation engineering, research; mechanical characteristics; compacted material; dirt pillow; random variable, random variable, research, TA1001-1280, дослідження; механічна характеристика; ущільнений матеріал; грунтова подушка; випадкова величина, compacted material, mechanical characteristics, dirt pillow
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