The paper presents the results of an experimental research aimed at investigating the shear strength characteristics of an unsaturated compacted scaly clay. Shear strength was investigated by suction-controlled triaxial compression tests on dynamically compacted samples. Collected results point out that suction effects on stiffness and shear strength can be very different for suction values applied lower or greater than air entry value (AEV), corresponding to the material void ratio.
Airò Farulla, C., Rosone, M. (2012). Shear Strength of a Compacted Scaly Clay from Suction-Controlled Triaxial Tests. In Unsaturated Soils: Research and Applications (pp.257-264). Heidelberg : Springer [10.1007/978-3-642-31116-1_35].
Shear Strength of a Compacted Scaly Clay from Suction-Controlled Triaxial Tests
AIRO' FARULLA, Camillo;ROSONE, Marco
2012-01-01
Abstract
The paper presents the results of an experimental research aimed at investigating the shear strength characteristics of an unsaturated compacted scaly clay. Shear strength was investigated by suction-controlled triaxial compression tests on dynamically compacted samples. Collected results point out that suction effects on stiffness and shear strength can be very different for suction values applied lower or greater than air entry value (AEV), corresponding to the material void ratio.
| File | Dimensione | Formato | |
|---|---|---|---|
|
01140257.pdf
Solo gestori archvio
Dimensione
250.7 kB
Formato
Adobe PDF
|
250.7 kB | Adobe PDF | Visualizza/Apri Richiedi una copia |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
