Memoirs of the Faculty of Engineering, Yamaguchi University
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Memoirs of the Faculty of Engineering, Yamaguchi University Volume 34 Issue 1
published_at 1983
Stress Strain Characteristics of Sand and Gravel
砂, 礫の応力ひずみ特性について
Miura Norihiko
Yasufuku Noriyuki
About This Article
Descriptions
An elasto-plastic stress strain equation was proposed for predicting the stress strain relationships of sand and gravel in particle-crushing regions. Predicted stress strain curves were compared to those obtained from several kinds of triaxial shear tests, including multi-step stress path tests, and it was proved that the proposed equation much better predicts the measured stress strain curves than the conventional equations do.
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PP. 63 - 72