Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand

Author:

Okamura Mitsu,Soga Yasumasa

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference12 articles.

1. Some aspects of effective stress in saturated and partly saturated soils;Bishop;Geotechnique,1963

2. Estimation method for the liquefaction strength of unsaturated sandy soil (part 2);Goto;Proc. 37th Jpn. Nat. Conf. Geotech. Engrg.,2002

3. Estimation of partial saturation effect on liquefaction resistance of sand using P-wave velocity;Huang;Proc. JGS Symp,1999

4. Recent studies on liquefaction resistance of sand—effect of saturation;Ishihara;Proc. 4th Int. Conf. Recent Advance in Geotech. Earthquake Engrg. and Soil Dynamics,2001

5. Effects of system compliance on liquefaction tests;Martin;J. Geotech. Engrg. Div., ASCE,1978

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