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Published in 2019 at "Soil Mechanics and Foundation Engineering"
DOI: 10.1007/s11204-019-09599-2
Abstract: Results are presented of test studies of the compressibility of pebble-gravel soils in triaxial compression instruments that make it possible, by contrast with uniaxial compression instruments, to estimate the strain anisotropy of soil. The dependence…
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Keywords:
anisotropy gravel;
soils conditions;
gravel soils;
conditions stabilometrical ... See more keywords