Finite Element Analysis for Clay Inclined Wall Earth Dam of Baiyinhua Reservoir

DOI

10.2991/meic-14.2014.262How to use a DOI?

Keywords

Baiyinhua reservoir; Clay inclined wall earth dam; Finite element analysis; Simulation analysis; Stress distribution.

Abstract

Baiyinhua Reservoir is located in Oumulun River, Ar khorchin banner in Inner Mongolia. The irrigation area of design is 53600 mu, and it is a medium-sized reservoir which is given priority to with irrigation. This article gives the stress and deformation distribution during construction and operation which has done the three-dimensional simulation analysis for clay inclined wall earth dam of Baiyinhua Reservoir using the finite element method, providing some reference for the design and construction of clay inclined wall earth dam. The results show that clay inclined wall earth dam of Baiyinhua Reservoir satisfy the design requirements and is safe and reliable. The results show that during operations the structural stress all is stress for clay inclined wall earth dam of Baiyinhua Reservoir, and the displacement of dam is very small. This shows that the structural design is safe, reasonable and consistent with the design requirements of earth dam structures.

Copyright

© 2014, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Dongyu Ji
AU  - Zhichao Yang
PY  - 2014/11
DA  - 2014/11
TI  - Finite Element Analysis for Clay Inclined Wall Earth Dam of Baiyinhua Reservoir
BT  - Proceedings of the 2014 International Conference on Mechatronics, Electronic, Industrial and Control Engineering
PB  - Atlantis Press
SP  - 1173
EP  - 1176
SN  - 2352-5401
UR  - https://doi.org/10.2991/meic-14.2014.262
DO  - 10.2991/meic-14.2014.262
ID  - Ji2014/11
ER  -