The Analysis of the Seepage and the Stability of the Zhangjiawan Reservoir Dam

Guo Jiapeng

doi:10.3969/j.issn.1007-2993.2014.01.007

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Guo Jiapeng. The Analysis of the Seepage and the Stability of the Zhangjiawan Reservoir Dam[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(1): 29-32. doi: 10.3969/j.issn.1007-2993.2014.01.007

Citation:

Guo Jiapeng. The Analysis of the Seepage and the Stability of the Zhangjiawan Reservoir Dam[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(1): 29-32. doi: 10.3969/j.issn.1007-2993.2014.01.007

Guo Jiapeng. The Analysis of the Seepage and the Stability of the Zhangjiawan Reservoir Dam[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(1): 29-32. doi: 10.3969/j.issn.1007-2993.2014.01.007

Citation:

Guo Jiapeng. The Analysis of the Seepage and the Stability of the Zhangjiawan Reservoir Dam[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(1): 29-32. doi: 10.3969/j.issn.1007-2993.2014.01.007

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The Analysis of the Seepage and the Stability of the Zhangjiawan Reservoir Dam

doi: 10.3969/j.issn.1007-2993.2014.01.007

Guo Jiapeng

Suzhou Water Planning and Designing Institute, Suzhou 234000, Anhui, China

Received Date: 2013-10-14
Available Online: 2021-07-19

Abstract

Abstract

This paper takes Zhangjiawan reservoir dam as an example to analyse the seepage stability by using finite element method and the slope stability by using the Swedish circle method and the Bishop method of the homogeneous earth darr.On this base evaluating the safety and the seepage and slippage resistivity of the Zhangjiawan reservoir dam.
- homogeneous earth dam,
- seepage,
- slippage stagbility,
- Swedish circle method,
- finite element method