4.7 Article

A possible critical state framework for unsaturated compacted soils

Journal

GEOTECHNIQUE
Volume 57, Issue 4, Pages 385-389

Publisher

THOMAS TELFORD PUBLISHING
DOI: 10.1680/geot.2007.57.4.385

Keywords

compaction; constitutive relations; partial saturation; shear strength; suction; triaxial tests

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