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An Anchored Bored Pile Wall Design – A Case History

机译:锚固钻孔桩墙设计–案例历史

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摘要

Ipswich Motorway Upgrade – Dinmore to Goodna Project involved an upgrade of 8km of extremelyrnconstrained urban motorway from four lanes to a minimum six lanes. One of the many challenges onrnthe project was to carry out excavations within a narrow project corridor. One of the most criticalrnexcavations was a 9m deep cut with a 25m concrete swimming pool located 7m behind the crest. Thernstability and serviceability of this excavation were of paramount importance due to the proximity of arnswimming pool behind the crest and motorway in front of the toe. With careful design and constructionrnconsiderations, an anchored bored pile wall was selected to support the cut. This paper aims tornpresent a systematic approach to design an anchored bored pile wall in accordance with AustralianrnStandard AS5100.3 – Foundations and Soil-supporting Structures. The wall performance and designrnare assessed by comparing the calculated and measured wall movements. One year after thernconstruction, the wall performed well and the swimming pool showed no signs of distress.
机译:伊普斯威奇高速公路升级– Dinmore到古德纳项目涉及将极度受限的8公里城市高速公路从4条车道升级到至少6条车道。该项目面临的众多挑战之一是在狭窄的项目走廊内进行挖掘。最关键的开挖之一是切深9m,在顶峰后7m处有一个25m的混凝土游泳池。由于在脚趾后的波峰和高速公路后方的游泳池附近,该挖掘的热稳定性和可维修性至关重要。经过精心的设计和施工考虑,选择了锚固钻孔桩壁来支撑切口。本文旨在提出一种根据澳大利亚标准AS5100.3 –地基和土壤支撑结构来设计锚固钻孔桩墙的系统方法。通过比较计算和测量的壁运动来评估壁的性能和设计。修建一年后,围墙性能良好,游泳池没有遇险迹象。

著录项

  • 来源
  • 会议地点 Melbourne(AU)
  • 作者

    Li-Ang Yang; Jason Williams;

  • 作者单位

    Parsons Brinkerhoff, Level 4, Northbank Plaza, 69 Ann Street, GPO Box 2907, Brisbane, QLD 4001, Australia, Mob 0424537305, email: LiYang@pb.com.au;

    Parsons Brinkerhoff, Level 4, Northbank Plaza, 69 Ann Street, GPO Box 2907, Brisbane, QLD 4001, Australia, Mob 0439 663 203, email: JaWilliams@pb.com.au;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    excavation; bored pile wall; passive anchors;

    机译:开挖;钻孔桩墙;被动锚;

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