首页> 外文会议>20th international NO-DIG conference and exhibition (NODIG 2002) >A Study on the Bedding Effects of Deteriorated Existing Sewage Pipes on the Close-fit Non-bonded Flexible Linings and its Mechanism
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A Study on the Bedding Effects of Deteriorated Existing Sewage Pipes on the Close-fit Non-bonded Flexible Linings and its Mechanism

机译:恶化的排污管道对紧密配合的非粘结柔性衬砌的分层作用及其机理研究

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Focused on the bedding effects of the existing host pipe on the close-fit non-bonded flexible linings for pipelinernrehabilitation, in this study, earth pressures and deformation behavior of flexible pipe liners for different deterioratedrnconditions of the host pipes were investigated through a full-scale loading test, a series of centrifugernmodel tests and FEM numerical analyses. The bedding effects of the host pipe were quantitatively analyzed. Itrnwas made clear that the external loads acting on the flexible pipe liners were mitigated, since the deterioratedrnhost pipe partially supported the external loads in response to the deterioration degrees, such that the bendingrnstrain and vertical deflection of the flexible pipe liner were reduced. A reasonable design methodology for thernclose-fit non-bonded flexible linings for pipeline rehabilitation should reflect such bedding effects.
机译:着眼于现有主管在管道修复的紧密配合非粘结柔性衬里上的层理效应,本研究通过各种尺度研究了不同主管条件下柔性管衬的土压力和变形行为。加载测试,一系列离心模型测试和FEM数值分析。定量分析了主管的垫层效应。很明显,减轻了作用在挠性管衬上的外部载荷,因为劣化的主管响应于劣化程度部分地支撑了外部载荷,从而减小了挠性管衬的弯曲应变和竖直挠曲。合理的合理设计的管道修复用非粘结柔性内衬应能反映这种层理效果。

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