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
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;
Conference_Titel :
Information Science and Engineering (ICISE), 2009 1st International Conference on
Conference_Location :
Nanjing
Print_ISBN :
978-1-4244-4909-5
DOI :
10.1109/ICISE.2009.1089
