Title :
Structure finite element calculation for inclined clay-core wall rockfill dam of Anshan reservoir
Author_Institution :
Hunan Urban Constr. Coll., Xiangtan, China
Abstract :
Inclined clay-core wall rockfill dam is a common structure form in water conservancy engineering, proceeding calculation and analysis for inclined clay-core wall rockfill dam has certain theoretical value and application value. This paper adopts finite element method to carry out calculation and analysis for inclined clay-core wall rockfill dam of Anshan reservoir, researching distribution laws of the dam´s stress and displacement in construction process and operating process. Research results show that, inclined clay-core wall rockfill dam of Anshan reservoir is economic and reasonable, structure is safe and reliable.
Keywords :
clay; dams; finite element analysis; geotechnical engineering; reservoirs; stress analysis; structural engineering; walls; water conservation; Anshan reservoir; construction process; dam stress distribution laws; inclined clay-core wall rockfill dam; operating process; structure finite element calculation method; water conservancy engineering; Barium; Economic indicators; Finite element analysis; Iron; Manganese; Reservoirs; Stress; Anshan reservoir; Finite element method; Inclined clay-core wall rockfill dam; Stress distribution;
Conference_Titel :
Instrumentation and Measurement, Sensor Network and Automation (IMSNA), 2013 2nd International Symposium on
Conference_Location :
Toronto, ON
DOI :
10.1109/IMSNA.2013.6742814
