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- W2124368346 abstract "Reliability analysis of the buried flexible pipe-soil system is performed from three different failure criteria: (1) deflection; (2) buckling; and (3) wall thrust. The response surface methodology is used to establish approximate functional relationships between input variables and output responses and reliability analysis is performed using first-order reliability method approach. The available analytical solutions as well as the results of the numerical analysis are used in the reliability analysis and results are discussed. A comparison of results of the reliability analysis of the buried pipe-soil system in the light of available deterministic solutions indicated that the probabilistic approach, which considers variability in the input parameters provides a means of understanding of the performance of the buried pipe-soil system." @default.
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- W2124368346 date "2010-02-01" @default.
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- W2124368346 title "Reliability Analysis of Buried Flexible Pipe-Soil Systems" @default.
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- W2124368346 doi "https://doi.org/10.1061/(asce)ps.1949-1204.0000041" @default.
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