Strength Anisotropy of Compacted Sandy Material
Mochizuki A. Zhussupbekov A. Fujisawa J. Tanyrbergenova G. Tulebekova A.
January 2021Springer
Soil Mechanics and Foundation Engineering
2021#57Issue 6480 - 490 pp.
The paper presents the results of an experimental study of strength anisotropy in sandy samples with “anisotropic fabric” induced by compaction loading. A direct shear apparatus used is introduced. To prepare anisotropic samples, a specimen compacted to optimum water content was frozen. Six samples, each with a different shearing angle were then bored from the specimen. After boring, these samples were placed in a shear box and heated to melting. The maximum shear strength was observed for a sample with shearing angle +15°.
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Tokushima University, Tokushima, Japan
L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan
Road Maintenance and Construction, Department of Civil Engineering, Okayama Prefecture, Japan
Tokushima University
L.N. Gumilyov Eurasian National University
Road Maintenance and Construction
10 лет помогаем публиковать статьи Международный издатель
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