Degree of saturation and liquefaction resistances of sand improved with sand compaction pile

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 2, 2006, Pages 258-264

  Okamura, Mitsu ^a   Ishihara, Masanori ^b   Tamura, Keiichi ^c  

^a EHIME UNIVERSITY   (Japan)

^b PUBLIC WORKS RESEARCH INSTITUTE   (Japan)

^c NATIONAL INSTITUTE FOR LAND AND INFRASTRUCTURE MANAGEMENT   (Japan)

Author keywords

Liquefaction; Sand; Saturated soils; Soil improvement

Indexed keywords

COMPACTION; CORRELATION METHODS; PILE FOUNDATIONS; SATURATION (MATERIALS COMPOSITION); SHEAR STRENGTH; SOIL LIQUEFACTION; SOIL STRUCTURE INTERACTIONS; SOIL TESTING;

DEGREE OF SATURATION; LIQUEFACTION RESISTANCES; SAND COMPACTION PILE (SCP); SATURATED SOILS; SOIL IMPROVEMENT;

SAND;

LIQUEFACTION; PILE; SATURATION; SOIL IMPROVEMENT; SOIL MECHANICS;

EID: 31044454646     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:2(258)     Document Type: Article

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