Stiffness characteristics of soluble mixtures

Geotechnique

Volumn 60, Issue 4, 2010, Pages 293-297

  Truong, Q H ^a   Eom, Y H ^a   Lee, J S ^a  

^a Korea University   (South Korea)

Author keywords

Consolidation; Laboratory tests; Mineralogy; Sands; Stiffness; Waves and wave loading

Indexed keywords

BENDER ELEMENTS; CONFINING STRESS; LABORATORY TESTS; OEDOMETER CELLS; PARTICLE CONTACTS; PARTICULATE MEDIA; PHYSICAL PROCESS; SHEAR WAVE VELOCITY; SMALL-STRAIN STIFFNESS; VERTICAL STRAIN; VOID RATIOS;

CRYSTALLOGRAPHY; DISSOLUTION; MECHANICAL WAVES; MINERALOGY; MINERALS; MIXTURES; SAND; SHEAR WAVES; SOILS; STIFFNESS; WAVE PROPAGATION;

SHEAR FLOW;

CONSOLIDATION; DEFORMATION MECHANISM; DISSOLUTION; EXPERIMENTAL STUDY; LABORATORY METHOD; LOADING TEST; MICROSTRUCTURE; MINERALOGY; PERMEABILITY; S-WAVE; SAND; SOIL DYNAMICS; SOIL STRENGTH; SOLUBILITY; STIFFNESS; VOID RATIO;

EID: 77956241036     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.8.T.032     Document Type: Article

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