Shear Strength of Crushable Sands:Validation of Stress-dilatancy Theory

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  • YEO WON YOON

초록

The shear parameters of crushable sands under cyclic loading are evaluated for the case of glauconic Antwerpian sand. A comparison is made with pure quartz sand, describing the differences in drained tests through the state parameter concept. Clear distinctions can be seen in shear angle versus dilation reate diagram.

제목
Shear Strength of Crushable Sands:Validation of Stress-dilatancy Theory
제목 (타언어)
부서지는 모래의 전단강도
저자
YEO WON YOON
학회명
13th International Conference on Soil Mechanics and Foundation Engineering