...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Australian Geomechanics >Deep Footing Solution for Eureka Tower Project, Melbourne, Australia
【24h】

Deep Footing Solution for Eureka Tower Project, Melbourne, Australia

机译：澳大利亚墨尔本尤里卡塔项目的深层解决方案

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

The Eureka Tower project is located on a site underlain by complex geology. The high strength of both the lower basalt present at the site and the siltstone required the development of special drilling tools and base cleaning methods, unable to be described here. The upper basalt present was simply a complicating nuisance. A thorough site investigation programme allowed confident adoption of design stresses for rock socketed piles, significantly higher than previously used. Strong co-operation between the builder, piling contractor and the geotechnical consultant further allowed the introduction of the innovative alternative of highly loaded CFA piles founding directly onto very high strength basalt. The effectiveness of this alternative was proven through both test piles and dynamic proof testing of prototype piles. Above all, it is considered this project demonstrated the importance and value of thorough and extensive site investigation. Without this level of investigation, the innovative and pioneering piling solutions would not have been possible. The savings made by having this data outweighed the cost of the investigation many fold.
机译：尤里卡塔项目位于复杂地质之下的一个地点。现场下部玄武岩和粉砂岩的高强度都需要开发特殊的钻具和基础清洁方法，在此不再赘述。目前的上层玄武岩只是一个复杂的滋扰。全面的现场调查计划允许自信地采用嵌岩桩的设计应力，该应力大大高于以前使用的应力。建造商，打桩承包商和岩土工程顾​​问之间的密切合作进一步允许引入直接在非常高强度的玄武岩上找到的高负荷CFA桩的创新替代方案。通过测试桩和原型桩的动态验证测试，证明了该替代方法的有效性。最重要的是，认为该项目证明了进行彻底而广泛的现场调查的重要性和价值。没有这种调查水平，就不可能有创新和开创性的打桩解决方案。通过获得这些数据所节省的费用要比调查成本高出很多倍。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号