Consolidation behavior of natural soils around pc value -inter-connected oedometer test

Soils and Foundations

Volumn 45, Issue 3, 2005, Pages 97-105

  Tanaka, Hiroyuki ^a,b  

^a HOKKAIDO UNIVERSITY   (Japan)

^b PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

Author keywords

Consolidation; Drainage length path; Inter connected oedometer test; Pleistocene clay; Secondary compression; Strain rate (IGC: D5)

Indexed keywords

CLAY MINERALS; CONSOLIDATION; DATA COMPRESSION; DRAINAGE; GEOTECHNICAL ENGINEERING; PORE PRESSURE; PRESSURE DISTRIBUTION; TESTING; WATER;

EFFECTIVE STRESSES; EXCESS PORE WATER PRESSURES; INTER-CONNECTED OEDOMETER TEST; LONG TERMS; NATURAL SOILS; NORMALLY CONSOLIDATED; OEDOMETER; OEDOMETER TESTS; PATH LENGTHS; PLEISTOCENE CLAY; PLEISTOCENE CLAYS; SECONDARY COMPRESSION; SECONDARY COMPRESSIONS; STRESS RANGES; TEST RESULTS;

STRAIN RATE;

EID: 35448962877     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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