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.
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References
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Project supported by Zhejiang Province Science & Technology Foundation for Construction.
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Tu-qiao, Z., Wei-yun, S. Numerical analysis of buried pipe characteristics. J. Zhejiang Univ. Sci. A 1, 144–147 (2000). https://doi.org/10.1631/BF02839231
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DOI: https://doi.org/10.1631/BF02839231