DocumentCode
2214786
Title
Stability Analysis for Dams of Fuhuashan Reservoir
Author
Wang Jun-xi ; Shen Zhen-zhong
Author_Institution
Coll. of Water Conservancy & Hydropower Eng., Hohai Univ., Nanjing, China
fYear
2009
fDate
26-28 Dec. 2009
Firstpage
5138
Lastpage
5141
Abstract
In order to ensure the safety of dams of Fuhuashan reservoir operation, anti-slide stability of whole sections of the main dam and the secondary dam were analyzed by Swedish circle method and simplified Bishop method. The minimal safety factor of stability and the most dangerous slip circle were determined for cross sections not meeting stability requirements. The probable causation was analyzed, and conclusions and suggestions were provided.
Keywords
construction industry; dams; mechanical stability; reservoirs; safety; slip; Fuhuashan reservoir; Swedish circle method; antislide stability; dam; minimal safety factor; simplified Bishop method; slip circle; stability analysis; Earth; Earthquakes; Floods; Hydroelectric power generation; Physics computing; Power generation; Reservoirs; Stability analysis; Water conservation; Water resources;
fLanguage
English
Publisher
ieee
Conference_Titel
Information Science and Engineering (ICISE), 2009 1st International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-4909-5
Type
conf
DOI
10.1109/ICISE.2009.1089
Filename
5454821
Link To Document