DocumentCode :
3217796
Title :
Allowable grouting pressure by fracture mechanics in concrete dams
Author :
Tan, Li ; Huang, Dahai
Author_Institution :
Sch. of Transp. Sci. & Eng., Beihang Univ., Beijing, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
5706
Lastpage :
5709
Abstract :
As a main damage control method, chemical grouting is widely used in various concrete dams for dealing with harmful cracks. The kernel of good quality grouting is the allowable grouting pressure, which is calculated in view of fracture mechanics by weight function method in this paper. Different fracture calculating models are established and the stress intensity factors of them are obtained. The results show that the concrete fracture toughness, the crack length and the stress distribution along crack face are the three important influence factors of the allowable grouting pressure. Finally the suggestion of crack grouting pressure value is made by author, which may be useful for engineering application.
Keywords :
concrete; crack-edge stress field analysis; dams; fracture mechanics; fracture toughness; allowable grouting pressure; chemical grouting; concrete dams; concrete fracture toughness; crack length; fracture mechanics; harmful cracks; main damage control method; stress distribution; stress intensity factors; Chemicals; Concrete; Face; Fluids; Geometry; Stress; allowable pressure; chemical grouting; concrete dam; fracture mechanics;
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.2011.5774352
Filename :
5774352
Link To Document :
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