DocumentCode :
3262532
Title :
Researches on the back analysis of seepage field and temperature testing influenced by seepage field
Author :
Fu, Changjing ; Chen, Liang
Author_Institution :
Geotechnical Eng. Inst., Hohai Univ., Nanjing, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
5396
Lastpage :
5399
Abstract :
In the paper, the analytical solution was got based on the heat transfer theory and seepage theory with the boundary conditions. The solution was proved effective and applied by a indoor testing with the same boundary conditions of the analytical solution. The indoor testing also showed that the permeability coefficient with the inverse method by the temperature field model testing inosculated the field measurement value well. It found that many subjective and objective disturbances can be avoided using the temperature field to detect the permeability coefficient.
Keywords :
geotechnical engineering; heat transfer; inverse problems; permeability; structural engineering; boundary conditions; heat transfer theory; inverse method; permeability coefficient detection; seepage field; seepage theory; temperature field model testing; temperature testing; Computational modeling; Couplings; Permeability; Rocks; Temperature; Temperature measurement; Testing; Permeability coefficient; Seepage field; Temperature field; Test method;
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.2011.5776505
Filename :
5776505
Link To Document :
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