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pro vyhledávání: '"A. É. Zagidulina"'
Publikováno v:
Power Technology and Engineering. 52:146-151
The issue of compacting skeletal clay soil by generalizing the grain-size distributions of rock mass and gravel-pebble soil is considered. Soil grain-size distributions are described by Talbot’s exponential equation. Diameters of 1, 2, and 5 mm are