Micaceous sands: Microscale mechanisms and macroscale response

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 9, 2007, Pages 1136-1143

  Lee, Jong Sub ^a   Guimaraes, Maria ^b   Santamarina, J Carlos ^c  

^a Korea University   (South Korea)

^b Aalborg Portland A/S   (Denmark)

^c Georgia Institute of Technology   (United States)

Author keywords

Compression; Density; Fabrics; Localization; Residual soils; Sand; Shear modulus; Stiffness

Indexed keywords

COMPRESSIVE STRENGTH; DENSITY (SPECIFIC GRAVITY); ELASTIC MODULI; MICA; SHEAR WAVES; STIFFNESS;

DISORDERED GRANULAR FLOW; RESIDUAL FRICTION ANGLES; SANDY SOILS;

SAND;

COMPRESSION; DENSITY; GRANULAR MEDIUM; MICA; PARTICLE SIZE; SANDY SOIL; SHEAR MODULUS; SOIL TEST; STIFFNESS; STRESS;

COMPRESSION; DENSITY; FRICTION; GEOLOGICAL MATERIAL; GEOTEXTILE; PARTICLE; SHEAR PROPERTY; STIFFNESS; STRAIN; STRESS; TESTING; VELOCITY;

EID: 34548191050     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:9(1136)     Document Type: Article

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