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- W2361042032 abstract "Soil-rock-mixture has been applied wildly in civil engineering.Based on large direct shear test system,study has been done on soil-rock-mixture mechanics performance under direct shear condition.And the study shows that:with the increase of vertical pressure,the peak shear stress of soil-rock-mixture also increases;with the increase of coarse grain content,the internal friction angle of soil-rock-mixture also increases.For cohesive force,when the coarse grain content is above 33%,the two are in positive correlation;otherwise,the two are in negative correlation.The internal friction angle and cohesive force are decreases as the moisture content increases." @default.
- W2361042032 created "2016-06-24" @default.
- W2361042032 creator A5054112408 @default.
- W2361042032 date "2014-01-01" @default.
- W2361042032 modified "2023-09-23" @default.
- W2361042032 title "Study on Soil-rock-mixture Mechanics Performance under the Condition of Direct Shear" @default.
- W2361042032 hasPublicationYear "2014" @default.
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