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- W2351844863 abstract "The orthogonal direct shearing experiments about building sand,standard sand, silt and clay on concrete interface, smooth and rough interface of the metals, using DSR 1 type computer high pressure shear system, has been conducted in the paper, the result shows: the volume of soil mass in shear zone presents contractive phenomenon under high pressure, which is different from the dilatancy of soil mass under low pressure. According to the visual analysis of test data, the sequence of the factors affecting the final volumetric strain is respectively as followings: normal stress, soil property, shearing rate and interface; and yet the sequence of the factors affecting original tangential slope of volumetric strain shearing displacement curve is respectively soil property, interface, normal stress and shearing rate. The influencing degree depends on the particle breakage of soil mass cut zone, deformational adjustment range and the deformational capacity of base." @default.
- W2351844863 created "2016-06-24" @default.
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- W2351844863 date "2003-01-01" @default.
- W2351844863 modified "2023-09-23" @default.
- W2351844863 title "The Affecting Factors Analysis on the Shearing Volumetric Strain of the Interface under High Pressure" @default.
- W2351844863 hasPublicationYear "2003" @default.
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