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- W2379536067 abstract "FEM analysis of frozen soil wall is performed with ANSYS software in which the finite strain constitutive equation of frozen soil and the parameters of creep in the equation are incorporated.The regularity of the radial displacements on the surface of frozen soil wall and in inner frozen soil wall is revealed.The factors of influencing on the displacement distribution of frozen soil wall are analyzed.A formula is proposed for expressing the relationship of the maximum radial displacement of frozen soil wall with the thickness of frozen soil wall,the thickness of frozen alluvium,excavating segment height,exposure time of frozen soil wall,excavating radius of shaft.The results obtained from the formula are consistent with the data measured in situ." @default.
- W2379536067 created "2016-06-24" @default.
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- W2379536067 date "2010-01-01" @default.
- W2379536067 modified "2023-09-28" @default.
- W2379536067 title "Finite strain analysis on deformation characteristics of frozen soil wall in deep alluvium" @default.
- W2379536067 hasPublicationYear "2010" @default.
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