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• W2156268839 startingPage "574" @default.
• W2156268839 abstract "A database of 386 laboratory triaxial compression, direct simple shear, rotational shear, and triaxial extension test results was collected to examine yield and liquefied strength ratio concepts used in liquefaction analysis of sloping ground. These data envelope the yield and liquefied strength ratios obtained from back-analyses of liquefaction flow failure case histories. Generally, triaxial compression exhibits the highest yield and liquefied strength ratios, triaxial extension yields the lowest ratios, and direct simple shear – rotational shear shows intermediate responses. However, mode of shear appears to have a considerably smaller effect on laboratory-measured liquefied strength ratios for specimens with a positive state parameter (i.e., difference in consolidation void ratio and steady state void ratio at the same effective stress)." @default.
• W2156268839 created "2016-06-24" @default.
• W2156268839 creator A5058957430 @default.
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• W2156268839 date "2008-04-01" @default.
• W2156268839 modified "2023-09-23" @default.
• W2156268839 title "Mode of shear effects on yield and liquefied strength ratios" @default.
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• W2156268839 doi "https://doi.org/10.1139/t07-114" @default.
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