Dilatant Nature of Sand Shear Strength
Many shear strength criteria have been proposed for soils. The Mohr–Coulomb, Matsuoka–Nakai, and Lade–Duncan criteria are more frequently used for sands. For sands sheared in drained conditions, the general stress–dilatancy relationship is obtained from the frictional state concept. It is shown that...
| Hlavní autoři: | , , |
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| Médium: | Článek |
| Jazyk: | English |
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MDPI AG
2022-02-01
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| Edice: | Applied Sciences |
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| On-line přístup: | https://www.mdpi.com/2076-3417/12/5/2332 |