Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand

Soils and Foundations

Volumn 46, Issue 5, 2006, Pages 695-700

  Okamura, Mitsu ^a   Soga, Yasumasa ^b  

^a EHIME UNIVERSITY   (Japan)

^b KYOTO UNIVERSITY   (Japan)

Author keywords

Confining pressure; Degree of saturation; Liquefaction; Sand; Triaxial test; Volumetric strain (IGC: D6)

Indexed keywords

LIQUEFACTION; PORE PRESSURE; ROCK PRESSURE; SAND; SUPERSATURATION;

CONFINING PRESSURES; DEGREE OF SATURATIONS; INFLUENTIAL FACTORS; LIQUEFACTION RESISTANCE; PARTIALLY SATURATED SANDS; PORE FLUIDS; VOLUMETRIC STRAIN;

SOIL LIQUEFACTION;

EID: 70849121520     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.46.695     Document Type: Article

References (12)

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