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CLC number: TU992
On-line Access: 2024-08-27
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NUMERICAL ANALYSIS OF BURIED PIPE CHARACTERISTICS
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ZHANG Tu-qiao, SHAO Wei-yun. NUMERICAL ANALYSIS OF BURIED PIPE CHARACTERISTICS[J]. Journal of Zhejiang University Science A, 2000, 1(2): 144-147.
@article{title="NUMERICAL ANALYSIS OF BURIED PIPE CHARACTERISTICS",
author="ZHANG Tu-qiao, SHAO Wei-yun",
journal="Journal of Zhejiang University Science A",
volume="1",
number="2",
pages="144-147",
year="2000",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2000.0144"
}
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%A ZHANG Tu-qiao
%A SHAO Wei-yun
%J Journal of Zhejiang University SCIENCE A
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%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2000.0144
TY - JOUR
T1 - NUMERICAL ANALYSIS OF BURIED PIPE CHARACTERISTICS
A1 - ZHANG Tu-qiao
A1 - SHAO Wei-yun
J0 - Journal of Zhejiang University Science A
VL - 1
IS - 2
SP - 144
EP - 147
%@ 1869-1951
Y1 - 2000
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2000.0144
Abstract: Voluminous statistical data on the breakage and leakage of pipelines occurring frequently in water supply and drainage engineering, were collected and analyzed to find the causes and solutions for the breakage and leakage. Then the original parameter method of foundation beam on elastic semi-infinite plane subgrade was applied to verify the statistical results. Numerical computational results showed that the performance of the original parameter method of foundation beam was satisfactory.
[1]Shao,W.Y., Zhang, T.Q.and Wu, S.R.,1996. Characteristic analysis of projecting conduit, Proceedings of '96 International Conference on the Development of Urban Infrastructure. Zhejiang University Press, Hangzhou, China, p.600-606.
[2]Wu, Z.S. and Liang, M.H., 1996. The selection and development of piping material for water-supply/drainage engineering, Proceedings of '96 International Conference on the Development of Urban Infrastructure. Zhejiang University Press, Hangzhou, China, p.586-593.
[3]Yuan, Y.X. and Guo, L.J.,1994. The accident reason and preventive measurement of service pipe. J. of Water and Wastewater Eng., 19(1): 49-51.
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