2015
DOI: 10.2112/si73-117.1
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Calculation Method of the Pull-Back Force for Cable Laying of the Trenchless Completed Power Pipeline

Abstract: Wu, C.; Wen, G.; Wu, X.; Han, L.; Xu, J.; Wang, W.; Xie, H., and Li, R., 2015. Calculation method of the pull-back force for cable laying of the trenchless completed power pipeline.Typically, trenchless drilling rig is used in cable laying in power system. Then through the windlass; the cable is pulled into the pipeline. Although the size of the pull-back force is very important to calculate the pull-back force in cable laying, the existing calculation equation for pull-back force is targeted at pull-back forc… Show more

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Cited by 6 publications
(4 citation statements)
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“…Cheng et al [12] elaborated a theoretical model of the pull-back pipeline. Wu et al [13] tested the pipeline's mechanical behavior in the pipeline laying process through experimental methods, and the experiment test results are compared with the theoretical results. Guo et al [9] used the continuous beam theory to analyze the mechanical behavior of pipelines during lifting construction and implemented the mechanical model of pipelines during the lifting construction process.…”
Section: Introductionmentioning
confidence: 99%
“…Cheng et al [12] elaborated a theoretical model of the pull-back pipeline. Wu et al [13] tested the pipeline's mechanical behavior in the pipeline laying process through experimental methods, and the experiment test results are compared with the theoretical results. Guo et al [9] used the continuous beam theory to analyze the mechanical behavior of pipelines during lifting construction and implemented the mechanical model of pipelines during the lifting construction process.…”
Section: Introductionmentioning
confidence: 99%
“…Puckett [5] used a new theoretical method to calculate the pull-back load in process of pull-back pipeline. Wu et al [6] tested the pull-back force during laying a submarine cable by an experimental test, which is comparative with theoretical results [6]. Xu et al [7] numerically simulated the lifting pipeline construction adopted by a numerical calculation method, and the numerical calculation results are compared with the experimental results [7].…”
Section: Introductionmentioning
confidence: 99%
“…Ground reaction coefficient k 0 (MN/m 3 )[6].ILoose soil (plastic clay, sand silt clay, and sandy and argillaceous sand, with organic sludge or peat soil II, III class by a thin layer of soil) <30 II Medium strength soil (clay, sand, and silt that approach plastic limit) 30∼50 III Stiff soil (hard and sandy clay, gravel, and yellow soil) 50∼100…”
mentioning
confidence: 99%
“…Trenchless technology is a technique involving drilling a horizontal hole under the surface of the earth and then laying pipelines in the horizontal hole [1]. The equipment used in trenchless technology mainly includes a trenchless drilling rig, a drill bit, and numbers of drill pipes.…”
Section: Introductionmentioning
confidence: 99%