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- W2364700366 abstract "For the U-shape lining canal,the friction of the compound geomembrane and the concrete lining structure is taken into account,the mechanics models of frost heaving damage of composite lining U-shape canal are established.The internal force of the canal slope lining plate and the canal bottom lining plate are solved and the thickness of the lining plates are checked.Compared with the concrete canal,the tangential force of constraint of the lining canal from the tjaele is cut down by adding the compound geomembrane. The stress condition of the lining structure itself is improved.The distribution of the frost-heave capacity is more balanced.These have played an important role in anti-freezing expansion damage and have disclosed the mechanism of frost heaving damage.Compared with the trapezoidal canal,the lining U-shape canal has such advantages as better hydraulic conditions,better globality,better adaptability to nonaffine deformation of the foundation.All these are conducive to anti-freezing expansion damage.It serves as a theoretical basis for the technology of anti-freezing expansion damage of the compound lining canal." @default.
- W2364700366 created "2016-06-24" @default.
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- W2364700366 date "2013-01-01" @default.
- W2364700366 modified "2023-09-24" @default.
- W2364700366 title "Research on Mechanics Models of Frost Heaving Damage of Composite Lining U-shape Canals" @default.
- W2364700366 hasPublicationYear "2013" @default.
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