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Ground Displacements and Pulling Forces of Pipe-Swallowing in Well-Graded Sand

机译:良好分级沙子吞咽地面位移和拉动力

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Pipe bursting is a trenchless replacement method for existing pipe with less surface disturbance than traditional open-cut construction. In some instances, potential ground movements caused by pipe bursting construction may lead to damage of surrounding structures. Pipe-swallowing is a pipe replacement technique that involves the replacement of a buried pipe with minimal surface disturbances. An experiment was performed in a 3.0 × 1.8 × 1.5 m test box to quantify ground movements during pipe-swallowing. An existing 300 mm diameter high-density polyethylene (HDPE) pipe was buried 1 m below the ground surface and replaced with a 300 mm diameter HDPE pipe. Pulling forces and the three-dimensional surface displacements associated with the pipe-swallowing operation were investigated. It is concluded that the pulling forces associated with pipe-swallowing were higher than with pipe-bursting, and almost no vertical or transverse displacements of the ground surface were observed during the tests. These data can be used as a database for specialists applying their operation in the field and related research into ground disturbance during pipe-swallowing.
机译:管道爆裂是现有管道的易于替代方法,其具有比传统的开口结构更少的表面干扰。在某些情况下,由管道爆破结构引起的潜在地面运动可能导致周围结构的损坏。管道吞咽是一种管道替代技术,涉及用最小的表面干扰更换埋地管。在3.0×1.8×1.5米的测试盒中进行实验,以在管道吞咽期间量化接地运动。现有的300mm直径的高密度聚乙烯(HDPE)管被埋在地面下方1米,并用300毫米直径的HDPE管替换。研究了与管吞咽操作相关的拉力和三维表面位移。得出结论,与管吞咽相关的拉力高于管道爆破,并且在测试期间几乎没有观察到地面的垂直或横向位移。这些数据可以用作应用其在现场操作的专家的数据库,以及在管道吞咽期间对地面干扰的相关研究。

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