Experimental Study on Mechanical Properties of Structured Clay under Different Unloading Rates and Unloading Stress Paths
Consolidated undrained triaxial shear tests were performed on undisturbed saturated structured clay at three unloading rates (0.1, 0.25, and 2.5 kPa/min) using a GDS triaxial system to determine the effects of different unloading rates and unloading stress paths on the stress–strain relationship, po...
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| Principais autores: | , , , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
MDPI AG
2023-06-01
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| Serier: | Buildings |
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| Online adgang: | https://www.mdpi.com/2075-5309/13/6/1544 |
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