Small-strain shear modulus and yielding characteristics of compacted high-plasticity clay

This experimental study describes the elastic and yielding response of compacted high-plasticity clay in conjunction with deformation characteristics at relatively larger strains for different stress paths and stress states. K 0 consolidated undrained triaxial compression and extension stress path t...

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Veröffentlicht in:	Géotechnique 2022-05, Vol.72 (5), p.424-437
Hauptverfasser:	Kantesaria, Naman, Sachan, Ajanta
Format:	Artikel
Sprache:	eng
Schlagworte:	Bender elements Clay Cohesion Cohesive soils Compacted soils Compression Correlation Criteria Deformation Elastic deformation Plastic properties Plasticity Shear modulus Shear stiffness Shearing Soil Soil compaction Soil properties Soil strength Strain Stress
Online-Zugang:	Volltext
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