首页> 外文会议>Deep Foundations Institute Annual Conference >SECANT PILE BARRIER WALL OVERLAP, THICKNESS, AND POSITION AT THE U.S. ARMY CORPS OF ENGINEERS WOLF CREEK DAM, JAMESTOWN, KY
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SECANT PILE BARRIER WALL OVERLAP, THICKNESS, AND POSITION AT THE U.S. ARMY CORPS OF ENGINEERS WOLF CREEK DAM, JAMESTOWN, KY

机译:割桩屏障墙重叠,厚度和位置在美国工程师狼溪大坝,詹姆斯敦,凯泽

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Treviicos-Soletanche Joint Venture (JV) and the US Army Corps of Engineers (USACE) have installed a 3800-foot long, 275-foot deep and minimum 2-foot wide secant pile barrier wall at Wolf Creek Dam in Jamestown, KY. This paper describes the methodology employed by the JV and USACE to evaluate the overlap, thickness, and position of the barrier wall. It addresses the contractual requirements, positional uncertainty, and evaluation procedures. These procedures evolved over the course of the project as various issues were identified and procedures developed to evaluate these issues. During the project, it became clear that the JV and USACE could ascertain that the wall thickness and overlap requirements could be met if the overlap based upon Koden data was at least 0.7' in the left-right direction. For a small number of piles with overlaps between 0.5' and 0.7', the piles are contractually compliant yet contain a minor degree of uncertainty in the overlap. Initially, the USACE assumption was that the amount of uncertainty of verticality measurements would require more than a 1-foot measured overlap in the left-right direction to confirm an actual, contractual 6-inch overlap. With time and experience, the limit of measured overlap was reduced in accordance with greater understanding of the equipment capabilities and tolerances. Other lessons learned include the need for Quality Control/Assurance personnel to collect data at the same starting point for every pile.For every pile the JV and USACE compared analog and digital data to provide confidence that the correct digital data was used for overlap calculations. Perhaps the most important lesson learned was the importance of the JV and USACE working together and sharing all data. Overlap analysis was performed by the JVs Barrier Wall Specialist and a small number of USACE personnel. This resulted in a high level of experience and expertise within a small group.
机译:Treviicos-Soletanche合资(JV)和美国陆军工程师(USACE)安装了3800英尺长,275英尺深,最小2英尺宽的2英尺宽的2英尺宽割割桩屏障壁挂,Ky在贾姆斯敦·沃尔斯敦。本文介绍了JV和USACE采用的方法,以评估阻挡壁的重叠,厚度和位置。它涉及合同要求,位置不确定性和评估程序。这些程序在项目过程中演变,因为确定了各种问题和制定的程序,以评估这些问题。在该项目期间,如果基于Koden数据的重叠在左右方向上的重叠至少0.7',则可以确定JV和USACE可以确定壁厚和重叠要求。对于少量具有重叠之间的堆叠,在0.5'和0.7'之间,桩具有合同符合框架,但在重叠中含有微小程度的不确定性。最初,USACE假设是垂直度测量的不确定度量将需要在左右方向上的1英尺测量重叠,以确认实际,合同6英寸重叠。随着时间和经验,根据对设备能力和公差的更大了解,测量重叠的极限减少。其他经验教训包括对质量控制/保证人员的需求,以收集每个堆的同一起点的数据。对于每个堆叠的JV和USACE比较的模拟和数字数据,以提供正确的数字数据用于重叠计算的信心。也许最重要的教训是JV和USACE在一起和共享所有数据的重要性。通过JVS障碍墙专家和少数USACE人员进行重叠分析。这导致了一个小组内的高度经验和专业知识。

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