Research on Hydraulic Soil Slope Frost Heaving Damage Model Test

Hua Zhong; Xiu Fen Wang; Bin Zhang

doi:10.4028/www.scientific.net/AMM.256-259.422

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Research on Hydraulic Soil Slope Frost Heaving...

Research on Hydraulic Soil Slope Frost Heaving Damage Model Test

Abstract:

Frost heaving damage of water conservancy project is widespread. In order to research the failure problems of hydraulic soil slope in dark seasonal frozen soil region, laboratory model test is carried out combined with field test section practical situation, which is the prototype of this model test. It is researched that the rule of frost heave parameters variation and the damage of soil slope during freeze-thaw cycling. That offers theoretical basis and reference for construction of water conservancy project, which will mitigate the effect and damage of freeze-thaw on hydraulic soil slope stability.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

422-426

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.422

Citation:

Cite this paper

Online since:

December 2012

Authors:

Hua Zhong*, Xiu Fen Wang, Bin Zhang

Keywords:

Frost Heave Parameter, Frost Heaving Damage, Hydraulic Soil Slope, Model Test

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* - Corresponding Author

References

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