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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… Click to show full 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 of the coefficient of strain anisotropy on the acting stress is presented.
Keywords:
anisotropy gravel;
soils conditions;
gravel soils;
conditions stabilometrical;
gravel;
study anisotropy
Journal Title: Soil Mechanics and Foundation Engineering
Year Published: 2019
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Journal Title: Soil Mechanics and Foundation Engineering
Year Published: 2019
Link to full text (if available)
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recommendations!