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Finite Element Simulative Analysis of Inclined Clay-Core Wall Rockfill Dam Structure

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Advances in Computer Science, Environment, Ecoinformatics, and Education (CSEE 2011)

Part of the book series: Communications in Computer and Information Science ((CCIS,volume 215))

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Abstract

Inclined clay-core wall rockfill dam is a common structure form in water conservancy engineering, proceeding simulative analysis for inclined clay-core wall rockfill dam has certain theoretical value and application value. This paper adopt finite element method to carry out simulation analysis for inclined clay-core wall rockfill dam of Kuandian reservoir, researching distribution law of the dam’s stress and displacement in construction process and operational process. Research results provide certain reference basis for design and construction of inclined clay-core wall rockfill dam.

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References

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Author information

Authors and Affiliations

  1. Department of Civil Engineering, Hunan Urban Construction College, Xiangtan, Hunan, 411101, China

    DongYu Ji

Authors
  1. DongYu Ji
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Editor information

Editors and Affiliations

  1. International Science & Education Researcher, Association Wuhan Branch, No.1, Jiangxia Road, Wuhan, China

    Song Lin  & Xiong Huang  & 

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© 2011 Springer-Verlag Berlin Heidelberg

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Ji, D. (2011). Finite Element Simulative Analysis of Inclined Clay-Core Wall Rockfill Dam Structure. In: Lin, S., Huang, X. (eds) Advances in Computer Science, Environment, Ecoinformatics, and Education. CSEE 2011. Communications in Computer and Information Science, vol 215. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-23324-1_91

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  • DOI: https://doi.org/10.1007/978-3-642-23324-1_91

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-23323-4

  • Online ISBN: 978-3-642-23324-1

  • eBook Packages: Computer ScienceComputer Science (R0)

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