MATEC Web of Conferences
Volume 22, 2015International Conference on Engineering Technology and Application (ICETA 2015)
|Number of page(s)||7|
|Section||Civil and Environmental Engineering|
|Published online||09 July 2015|
Research on Safety Factor of Dam Slope of High Embankment Dam under Seismic Condition
1 Tianjin Port Engineering Institute Ltd. of CCCC First Harbor Engineering Company Ltd., Tianjin, China
2 Key laboratory of port geotechnical engineering, ministry of communications, PRC. Tianjin, China
3 Key laboratory of port geotechnical engineering of Tianjin, Tianjin, China
4 Department of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing, China
* Corresponding author: email@example.com
With the constant development of construction technology of embankment dam, the constructed embankment dam becomes higher and higher, and the embankment dam with its height over 200m will always adopt the current design criteria of embankment dam only suitable for the construction of embankment dam lower than 200m in height. So the design criteria of high embankment dam shall be improved. We shall calculate the stability and safety factors of dam slope of high embankment dam under different dam height, slope ratio and different seismic intensity based on ratio of safety margin, and clarify the change rules of stability and safety factors of dam slope of high embankment dam with its height over 200m. We calculate the ratio of safety margin of traditional and reliable method by taking the stable, allowable and reliability index 4.2 of dam slope of high embankment dam with its height over 200m as the standard value, and conduct linear regression for both. As a result, the conditions, where 1.3 is considered as the stability and safety factors of dam slope of high embankment dam with its height over 200m under seismic condition and 4.2 as the allowable and reliability index, are under the same risk control level.
Key words: high embankment dam / stability of dam slope / ratio of safety margin / safety factor
© Owned by the authors, published by EDP Sciences, 2015
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