On the identification of critical state lines for sands

Geotechnical Testing Journal

Volumn 25, Issue 3, 2002, Pages 289-302

  Klotz, E U ^a   Coop, M R ^a  

^a NONE

Author keywords

Calcareous soils; Sands; Shear bands; Triaxial testing

Indexed keywords

ASPECT RATIO; FRICTION; GEOTECHNICAL ENGINEERING; PRESSURE MEASUREMENT; SHEAR STRENGTH; SOIL TESTING; STRAIN MEASUREMENT;

CRITICAL STATE FRICTION ANGLE; CRITICAL STATE LINE; DOG BAY SAND; LEIGHTON BUZZARD SAND; SHEAR STRAIN; VOID RATIO;

SAND;

EID: 0036747647     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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