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Direct Pipe—Installation Force Evaluation of Recent Direct Pipe Installations

机译:直接管道—最近的直接管道安装的安装力评估

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In the last few years, the direct pipe method of trenchless installation has moved from an emerging technology to a viable alternative to horizontal directional drilling (HDD) for relatively large diameter pipe in difficult soil conditions. In some cases, direct pipe is a more appropriate solution. In 2014, Robison, et al. evaluated installation thrust force data for 20 completed direct pipe installations; however, only the maximum thrust force, diameter, length, and general soil/rock type were available for the data analysis. As a result of the limited information, the estimation of maximum thrust force for direct pipe installations was somewhat impeded and resulted in a broad range of maximum thrust force instead of a specific recommendation for maximum thrust force. Currently, more than 100 direct pipe installations have been completed worldwide and more than 40 have been completed in North America. Of these, eleven were completed by Laney Directional Drilling. Because the authors were unable to obtain permission to use project data from other direct pipe contractors, this paper will present a detailed evaluation of the installation thrust forces based on data compiled for the eleven direct pipe installations completed by Laney. The thrust forces are evaluated and compared considering pipe length, pipe type, pipe diameter, and subsurface soil conditions. The paper also evaluates several factors that can affect the total installation thrust force. Understanding the installation thrust force during construction and its importance in evaluating the axial, bending, and combined stresses, and elastic buckling is critical to proper direct pipe design. Using the state-of-the-practice design procedures, the measured installation thrust forces are compared to the installation loads estimated during the design process. By comparing the estimated design installation thrust forces with the measured installation thrust forces, the authors evaluate the current design procedure and suggest ways the design procedure can be improved.
机译:在过去的几年中,恒星安装的直接管道方法已经从新兴技术移动到难以达到土壤条件下的相对大直径管道的水平定向钻孔(HDD)的可行替代方案。在某些情况下,直接管道是更合适的解决方案。 2014年,Robison等人。评估安装推力数据20完成直接管道安装;但是,只有最大推力,直径,长度和一般土壤/岩石类型可用于数据分析。由于信息有限,直接管道装置的最大推力估计有些阻碍,导致广泛的最大推力,而不是最大推力的特定推荐。目前,全球已完成超过100个直接管道安装,北美已完成超过40个。其中,11由Laney定向钻井完成。由于作者无法获得使用来自其他直接管道承包商的项目数据的许可,因此本文将根据Landy完成的11个直接管道安装编制的数据,详细评估安装推力。考虑到管道长度,管型,管道直径和地下土壤条件,评估和比较推力。本文还评估了几种可能影响总安装推力力的因素。了解施工过程中的安装推力和重视评估轴向,弯曲和组合应力,弹性屈曲对于适当的直接管道设计至关重要。使用实践状态的设计过程,将测量的安装推力与在设计过程中估计的安装负载进行比较。通过将估计的设计安装推力与测量的安装推力进行比较,作者评估了当前的设计过程,并提出了设计过程可以提高设计过程。

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