[1]WANG Nianxiang,ZHANG Weimin,ZHANG Dan,et al.Effect of Initial Impounding Speed on High Core Rock-fll Dam[J].Journal of Zhengzhou University (Engineering Science),2012,33(05):72-76.[doi:10.3969/j.issn.1671-6833.2012.05.016]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
33卷
Number of periods:
2012 05
Page number:
72-76
Column:
Public date:
2012-09-10
- Title:
-
Effect of Initial Impounding Speed on High Core Rock-fll Dam
- Author(s):
-
WANG Nianxiang; ZHANG Weimin; ZHANG Dan; etc;
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1. Nanjing lydraulie Research Institute, Nanjing 210024, China; 2. Chengdu Investigation and Design Institute, CHECC Chengdu 610072,China
-
- Keywords:
-
high core rock-fill dam; velocity of impounding; difference of water pressure ; hydraulie fractu.ring; centrifuge modelling test
- CLC:
-
TV32 +2
- DOI:
-
10.3969/j.issn.1671-6833.2012.05.016
- Abstract:
-
The hydraulie fracturing of high earth - rockfill dams has been widely concered, When the initialand middle diversion tunnels are plugged, the reservoir water level may rise rapidly, and" water wedging” ac.tions may be indueed. The crack in the core and different of initial impounding speed for Changhe Dam aresimulated in centrifuge modeling tests. The faster the initial impounding speed is, the rapider the differenee ofwater pressure of the core near crack increases, and the larger the maximum difference is. The ultimate initialimpounding speed of the dam is 25.5 m/d.