Strength Anisotropy of Compacted Sandy Material

被引：0
|
作者：
A. Mochizuki
A. Zhussupbekov
J. Fujisawa
G. Tanyrbergenova
A. Tulebekova
机构：
[1] Tokushima University,
[2] L.N. Gumilyov Eurasian National University,undefined
[3] Road Maintenance and Construction,undefined
[4] Department of Civil Engineering,undefined
来源：
Soil Mechanics and Foundation Engineering | 2021年 / 57卷
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摘要：
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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页码：480 / 490
页数：10
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