DocumentCode :
3256914
Title :
Application of double-row piles retaining structure in electric power engineering
Author :
Ding Hai-rong ; Rao Jun-yong
Author_Institution :
Coll. of Eater Resource & HYDROPOWER, Sichuan Univ., Chengdu, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
5782
Lastpage :
5786
Abstract :
Advantage and analysis models of double-row piles retaining structure are described in this paper. Based on project practice of double-row piles retaining structure in Huaneng Fuzhou power plant, multi-schemes of supporting and retaining structure have been contrasted and the optimal scheme is recommended. To deal with the soil loss between piles, scheme of small interval and small diameter pipes shall be employed and jet grouting shall be used to improve the soil between piles, so that the soil shall be self-stable on the front surface. The success of the project ensures the operation of the existing power plant and construction of the building plant, which is one avail application case for reference of similar project.
Keywords :
construction; foundations; geotechnical engineering; power engineering; power plants; project engineering; soil; structural engineering; building plant; construction; double-row piles retaining structure; electric power plant engineering; jet grouting; soil loss; Buildings; Periodic structures; Power generation; Rivers; Soil; Structural beams; Suspensions; Double-row piles; Jet grouting pile; elastic foundation beam model;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5776240
Filename :
5776240
Link To Document :
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