Triaxial strength properties of natural deposits at K0 consolidation state using a precision triaxial apparatus with small size specimens

Soils and Foundations

Volumn 44, Issue 2, 2004, Pages 41-52

  Shogaki, Takaharu ^a   Nochikawa, Yuichi ^a  

^a NATIONAL DEFENSE ACADEMY   (Japan)

Author keywords

Coefficient of earth pressure at rest; Effective angle of friction; Natural deposit; Rate of strength increase; Remold; Sample disturbance; Small specimens; Triaxial test (IGC: D6)

Indexed keywords

CONSOLIDATION; DEPOSITION; FRICTION; PORE PRESSURE; STRENGTH OF MATERIALS; STRESSES;

COEFFICIENT OF EARTH PRESSURE AT REST; EFFECTIVE ANGLE OF FRICTION; NATURAL DEPOSITION; RATE OF STRENGTH INCREASE; REMOLD; SAMPLE DISTURBANCE; SMALL SPECIMEN; TRIAXIAL STRESS;

SOILS;

EID: 24744460759     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.2_41     Document Type: Article

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