Experiment setup for shear wave and electrical resistance measurements in an oedometer

Geotechnical Testing Journal

Volumn 31, Issue 2, 2008, Pages 149-156

  Lee, Changho ^a   Lee, Jong Sub ^a   Lee, Woojin ^a   Cho, Tae Hyeon ^a  

^a Korea University   (South Korea)

Author keywords

Anisotropy; Creep; Electrical resistance; Preconsolidation stress; Primary consolidation; Shear waves; Void ratio

Indexed keywords

ACOUSTIC WAVE VELOCITY; ANISOTROPY; CEMENTS; ELASTIC WAVES; LABORATORIES; VELOCITY; ELECTRIC RESISTANCE; ELECTROMAGNETIC WAVES; PROBES; SHEAR WAVES; SOIL MECHANICS; WAVE PROPAGATION;

BENDER ELEMENTS; BOTTOM PLATES; COMPLEMENTARY INFORMATIONS; CONSOLIDATION TIMES; EFFECTIVE STRESSES; ELECTRICAL RESISTANCE; ELECTRICAL RESISTANCE MEASUREMENTS; ELECTRICAL RESISTANCE PROBES; ELECTRICAL RESISTANCES; OEDOMETER; OEDOMETER CELLS; PRECONSOLIDATION STRESS; PRECONSOLIDATION STRESSES; PRIMARY CONSOLIDATION; SHEAR WAVE VELOCITIES; TIME CURVES; VOID RATIO; VOID RATIOS;

SHEAR WAVES; SHEAR FLOW;

ANISOTROPY; CEMENTATION; CONSOLIDATION; CREEP; ELECTRICAL RESISTIVITY; EXPERIMENTAL STUDY; INSTALLATION; OEDOMETER TEST; S-WAVE; VOID RATIO; WAVE VELOCITY;

BENDER ELEMENTS; EFFECTIVE STRESS; ELECTRICAL RESISTANCES; EXPERIMENT SET-UP; OEDOMETER CELLS; PRECONSOLIDATION STRESS; PRIMARY CONSOLIDATION; SHEAR WAVE VELOCITY; VOIDS RATIO; WAVE RESISTANCE;

EID: 54949124275     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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