Static Performance of Face Rockfill Dam on the Principle of Finite Element

Yu Zhao; Ya Li Wang

doi:10.4028/www.scientific.net/AMM.438-439.1351

Paper Titles

Static and Dynamic Analysis of Concrete Gravity Dam by ANSYS
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3-D FEM Analysis of Gravity Dam
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Study on Warehousing Transportation Plan for Construction of RCC Dam
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The Research and Application of Dam Construction Technology of Rock-Filled Concrete
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Static Performance of Face Rockfill Dam on the Principle of Finite Element
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Three-Dimensional Finite Element Analysis of the Rockfill Dam Panel
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Stress and Deformation Characteristics of Asphalt Concrete Core Dam on Deep Overburden Layers
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Clay Compaction Test for the Core Wall of DJIPLOHO Dam
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Multi-Criteria Evaluation of the Scheduling of a Hydrothermal Power System Using Analytic Hierarchy Process
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Static Performance of Face Rockfill Dam on the...

Static Performance of Face Rockfill Dam on the Principle of Finite Element

Abstract:

The concrete face rockfill dam has a strong ability to adapt to the terrain and geological conditions, which is a good choice of dam type for easy construction, short constructed period, safe and good shock resistance. Therefore, the study of stress and deformation in the completion date, normal water level and rapid drawdown is of very important in significance. In this paper, a face rockfill dam is studied by the finite element method.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

1351-1354

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.1351

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Online since:

October 2013

Authors:

Yu Zhao, Ya Li Wang

Keywords:

Deformation, Rock-Fill Dam, Static Analysis, Stress

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