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INSTALLING A SOLDIER PILE AND LAGGING WALL AT 7,500 FEET

机译:在7,500英尺上安装士兵桩和隔离墙

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摘要

Sliding surface soils had resulted in reducing the width of a private access road in western Colorado. In order to restore it both to its original width and to improve safety and access, Hayward Baker designed and built a shoring system. Working at an elevation of 7,500 ft, the company installed 2,200 linear ft of 20-ft high wall consisting of soldier piles and lagging in the most unstable sloughing-prone section along the road. The project included a total of 350 soldier piles, 175 200-kip ground anchors and 44,000 sq ft of permanent wood lagging. The road was cleared and opened to traffic nightly during construction. The project was completed in approximately four months during one of the worst Colorado winters in the past 25 years when snow was 3 ft deep a majority of the time. Once completed, the work resulted in a 10-ft to 13-ft wider road than before construction began.
机译:滑动的表层土壤导致科罗拉多州西部私人通道的宽度减小。为了将其恢复到原来的宽度并改善安全性和出入,Hayward Baker设计并建造了支撑系统。该公司在7,500英尺的高空工作,安装了2,200线性英尺的20英尺高的墙,其中包括士兵桩,并滞留在沿路最不稳定的容易塌落的区域。该项目包括总共350个士兵桩,175 200个基普的地锚和44,000平方英尺的永久性木套。施工期间,道路已被清理并每晚通行。在过去25年中科罗拉多州最糟糕的冬季之一中,大部分时间积雪3英尺深,该项目大约在四个月内完成。一旦完成,这项工作将使道路比开始施工之前宽10到13英尺。

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  • 来源
    《Engineering news-record》 |2008年第17期|p.106|共1页
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  • 收录信息 美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

  • 入库时间 2022-08-18 00:15:43

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