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- W2384321244 abstract "With the in-situ and indoor direct shear test,the least-square method,majorized inclined-ratio method and other mathematic statistics,shear strength properties of high fill and compaction soil of an airport are studied.The results of tests show that: it is needed that varied tests are employed to quantify reasonably shear strength parameters;water influences the values of shear strength largely,higher water content causes lower values of shear strength;many attentions should be paid to the varieties of shear strength under high stress of high fill and compaction soil;degree of compaction effects the shear strength,but the quantitative relations between degree of compaction and shear strength parameters are remaind to further study." @default.
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- W2384321244 date "2006-01-01" @default.
- W2384321244 modified "2023-09-25" @default.
- W2384321244 title "Strength test of high fill and compaction soil of airports" @default.
- W2384321244 hasPublicationYear "2006" @default.
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