Main factors governing residual effective stress for cohesive soils sampled by tube sampling

Soils and Foundations

Volumn 46, Issue 2, 2006, Pages 209-219

  Tanaka, Hiroyuki ^a,b   Tanaka, Masanori ^b  

^a HOKKAIDO UNIVERSITY   (Japan)

^b PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

Author keywords

Clay content; Cohesive soils; Disturbance; Overconsolidation ratio; Plasticity index; Residual effective stress; Sample quality; Sampling (IGC: C6)

Indexed keywords

EXTRUSION; PLASTICITY; SOIL MECHANICS;

CLAY CONTENT; COHESIVE SOILS; DISTURBANCE; OVER CONSOLIDATION RATIO; PLASTICITY INDICES; RESIDUAL EFFECTIVE STRESS; SAMPLE QUALITY;

SOILS;

EID: 36448990559     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.46.209     Document Type: Article

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