Numerical Simulation Analysis of 3D Initial Geostress Field for Slope of the Hydropower Station

Yu Wang; Rui Hong Wang; Hua Feng Deng

doi:10.4028/www.scientific.net/AMM.71-78.4274

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Numerical Simulation Analysis of 3D Initial...

Numerical Simulation Analysis of 3D Initial Geostress Field for Slope of the Hydropower Station

Abstract:

According to the specific geological and topographical conditions at slope of the Hydropower Station, considering the shape and size of simulation geometric model, the position relationship between the simulated area and buildings of terminal area and boundary conditions, the dynamic model which is fit to the geological structure are selected. Using the measured stress distribution as constrained conditions, 3D initial geostress field of research area are simulated using FLAC3D program. The result of simulation analysis shows that 3D initial geostress field of research area are accurately simulated based on good combination between the measured stress data and numeriacal simulation. So as to provide a reasonable basis for further condition simulation, such as excavation and unloading conditions. It has important significance for similar geological environment projects that the method is successfully applied to simulate initial geostress of this area.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

4274-4277

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.4274

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Online since:

July 2011

Authors:

Yu Wang, Rui Hong Wang, Hua Feng Deng

Keywords:

3D Initial Geostress, Finite Element Model (FEM), Numerical Simulation

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References

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