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

被引：0
|
作者：
Eklund, P.
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来源：
| 1976年 / 1 .卷 / 01期
关键词：
Elasticity - Mathematical models - SOILS - Testing;
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学科分类号：
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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