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박종화 ( Park Jong-hwa ),고우모또타츠야 ( Koumoto Tatsuya ) 한국농공학회 2003 한국농공학회 학술대회초록집 Vol.2003 No.-
The relationships between compression index, Cc, which is the slope of the e-log p curve from consolidation test, and other physical properties of remolded and undisturbed clays were examined. After examined, it is clarified that the Cc-initial porosity, no, relationship is better correlation than the Cc-other factors relationship, and a new Cc equations using no for remolded and undisturbed clays were suggested.
박종화 ( Park Jong-hwa ),고우모또타츠야 ( Tatsuya Koumoto ) 한국농공학회 2002 한국농공학회 학술대회초록집 Vol.2002 No.-
The compression index, C'<sub>c</sub> and the swelling index, C'<sub>s</sub> which are obtained from the e-log ρ curve of the consolidation test, are used to calculate the consolidation settlement. In this research, C'<sub>c</sub> and the two new methods of C'<sub>s</sub> i.e. C'<sub>s1</sub>, C'<sub>sm</sub> for remolded clays were examined with the (ω<sub>0</sub>-ω<sub>p</sub>) and (e<sub>0</sub>-e<sub>p</sub>) which are satisfied with the condition and the type of soil. Moreover, the relationships of C'<sub>s1</sub>, and C'<sub>sm</sub> versus C'<sub>c</sub> were obtained.