Abstract
The correlations between the degree of saturation (Sr) and P-wave velocity (Vp) and between the degree of saturation and liquefaction strength (Rl) of in-situ sandy soils were investigated based on the P-S wave logging test results and laboratory test results using high quality undisturbed sand samples recovered before and after soil improvement performed by sand compaction pile method. The effects of the confining stress and relative density on Sr-Vp and Sr-Rl correlations for in-situ sandy soils were also investigated.
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