Relative density effects on undrained sand behavior at high pressures

Soils and Foundations

Volumn 45, Issue 1, 2005, Pages 15-26

  Bopp, Paul A ^a   Lade, Poul V ^b  

^a Silverado Constructors   (United States)

^b Catholic University of America ^*  (United States)

Author keywords

Compression test; Extension test; Friction angle; High pressure; Particle crushing; Pore pressure; Sand; Stress strain behavior; Undrained shear strength (IGC: D6)

Indexed keywords

CLAY MINERALS; COMPRESSION TESTING; CRUSHING; FRICTION; PORE PRESSURE; SAND; SHEAR STRENGTH; TESTING;

EXTENSION TEST; FRICTION ANGLE; HIGH-PRESSURE; PARTICLE CRUSHING; STRESS-STRAIN BEHAVIOR; UNDRAINED SHEAR STRENGTH (IGC: D6);

DATA COMPRESSION;

EID: 35448940779     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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