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Cable Anchors versus Solid Bar Anchors in Rockfall Mitigation Systems

机译:电缆锚与岩石缓解系统中的固体杆锚

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This is a comparison of different types of anchors used in rockfall mitigation systems across the US. For years the standard had been using a solid bar drilled and grouted into rock to support the upper cable in all rockfall drape systems. We also saw solid bars used for the tie-back and lateral anchors in rockfall barrier installations in the beginning stages of constructing these barriers in the US. It was found during observation of the installed systems that, due to the impacts from the rockfall, the solid bar anchors used in rockfall barriers were not working as rocks were shearing off the top of the anchor bars as they rolled down the slopes prior to impacting the barriers resulting in post failures and reduced net heights, thus compromising the systems capacities before impact. We also found years ago that solid bar anchors for rockfall drapes were being compromised by using too small of an anchor rod. The forces that are transferred to the anchors in more in shear than the vertical pull-out direction that the anchors were tested in, thus reducing the capacities most engineers were requiring as the shear strengths in the solid bars were considerably less than the required pull-out strength. In recent years, there has been some testing to determine the difference in strengths between cable anchors and solid bar anchors (WSDOT field test). This testing clearly showed that cable anchors are superior to solid bar anchors. When testing the anchors in the same direction as the loads that are stressing the anchors the pull-out strength increased substantially in cable anchors versus the standard vertical pull-out tests usually performed. It also showed that the solid bar anchors failed at or near the shear strength of the bar which was much less than the required pullout strength for most anchoring systems designed using a solid bar anchor.
机译:这是美国岩石缓解系统中使用的不同类型锚点的比较。多年来,该标准一直在使用钻孔并灌浆到岩石中的固体杆,以支持所有岩石悬垂系统中的上电缆。我们还看到了用于在美国这些障碍的开始阶段的岩石屏障装置中使用的坚固的杆和横向锚固件。在观察安装系统期间发现,由于从岩石从岩石的冲击,岩石屏障中使用的固体杆锚不起作用,因为在撞击之前,岩石在锚杆的顶部剪切时岩石剪切障碍导致柱故障和净高度降低,从而损害了在冲击之前的系统容量。多年前我们还发现了用于岩石窗帘的固体杆锚度通过使用太小的锚杆损坏。在沿垂直拉出方向上更进一步地将其转移到锚固件中的力,从而降低大多数工程师的容量需要随着固体条中的剪切强度小于所需的拉动 - 出来力量。近年来,有一些测试来确定电缆锚和固体杆锚杆(WSDOT现场测试)之间的强度差异。该测试清楚地表明电缆锚优于固体杆锚。当在与锚固载荷相同的方向上测试锚点时,拉出强度基本上在电缆锚上增加,而具有通常执行的标准垂直拉出测试。它还表明,固体杆锚在杆的剪切强度处或附近失灵,该剪切强度远小于使用固体杆锚设计的大多数锚固系统所需的拉出强度。

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