Shear Strength of a Compacted Scaly Clay from Suction-Controlled Triaxial Tests

6533b7d3fe1ef96bd1260a36

RESEARCH PRODUCT

Shear Strength of a Compacted Scaly Clay from Suction-Controlled Triaxial Tests

subject

Void ratio Materials science Suction Settore ICAR/07 - Geotecnica Shear strength medicine Stiffness Geotechnical engineering medicine.symptom Triaxial shear test Triaxial compression Experimental research scaly clay unsaturated soil suction shear strength.

description

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.

year	journal	country	edition	language
2012-01-01

10.1007/978-3-642-31116-1_35 http://hdl.handle.net/10447/64386

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