VARIATION IN EARTH PRESSURE AT REST IN COHESIONLESS SOILS WITH DEPTH.

被引:0
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作者
Eklund, P.
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| 1976年 / 1 .卷 / 01期
关键词
Elasticity - Mathematical models - SOILS - Testing;
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摘要
Theoretical basis and the object of the study are described. The method is based on the non-linear theory of elasticity. An ordinary triaxial apparatus was used in performing two different series of tests with three sandy soils, the height of each specimen being 8. 0 cm and the diameter 3. 6 cm.
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页码:127 / 134
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