Effects of friction and thickness on long-term consolidation behavior of osaka bay clays

Soils and Foundations

Volumn 48, Issue 4, 2008, Pages 547-561

  Watabe, Yoichi ^a   Udaka, Kaoru ^b   Kobayashi, Masaki ^c   Tabata, Takechiho ^d   Emura, Tsuyoshi ^e  

^a PORT AND AIRPORT RESEARCH INSTITUTE   (Japan)

^b OYO CORPORATION   (Japan)

^c Institute of Technology for Disaster Management   (Japan)

^d Kansai International Airport Land Development Co Ltd   (Japan)

^e Kansai International Airport Co Ltd   (Japan)

Author keywords

Clay; Friction; Long term consolidation; Primary consolidation; Secondary consolidation; Thickness (IGC: d5)

Indexed keywords

CLAY; FRICTION; PORE PRESSURE; SOIL MECHANICS; STRAIN;

CONSOLIDATION PRESSURE; CONSOLIDATION TESTS; EXCESS PORE PRESSURE; FRICTIONAL PRESSURE LOSS; PORE-WATER PRESSURES; PRIMARY CONSOLIDATION; SECONDARY CONSOLIDATION; THICKNESS (IGC: D5);

CONSOLIDATION;

EID: 70849109380     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.48.547     Document Type: Article

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