首页> 外文OA文献 >Effective road pavement design for expansive soils in Ipswich
【2h】

Effective road pavement design for expansive soils in Ipswich

机译:伊普斯威奇膨胀土的有效路面设计

摘要

[Abstract]: Ipswich City is located in south-east Queensland and is underlain by predominantly impermeable subsoils which cause periodic subsurface water-logging and typically classified as expansive, CH and MH soils. Council has battled with effective pavement design and construction due to poor subgrade behaviour. Unbound pavements are historically the dominant design used in Ipswich and are typically based on the AUSTROADS and Department of Transport and Main Roads manuals and experience.ududThe subgrade of any foundation plays an important role in load bearing and support of traffic and pavement construction over expansive clays requires a suitable working platform to enable machinery to operate. Studies show the use of safe bearing capacity for subgrade assessment does not suit CH soils. Subgrade treatment needs to be a mandatory consideration coupled with using the lowest CBR readings to provide the maximum pavement thickness. The most effective method of subgrade treatment currently appears to be geosynthetics placed on the subgrade.ududThe latest Austroads and Department of Transport and Main Roads manuals align with current world best practice for pavement design and it is recommended the latest versions continue to be used for new pavements. The Ipswich Planning Scheme Policy should refer directly to these documents and be specific for Ipswich soils, i.e. the greater depth pavement should be chosen based on a low CBR value and realistic design ESA's number.ududOn expansive soils, a flexible surface should be constructed on an impermeable membrane or layer since flexible bases experience fatigue which can be easily maintained whereas rigid bases can crack rapidly and to the detriment of the entire foundation. Identification of the cause of pavement failure is necessary to determine the appropriate rehabilitation method for a failed pavement. Council should consider sustainable rehabilitation methods that maintain a flexible pavement with asphalt surfacing.
机译:[摘要]:伊普斯威奇市(Ipswich City)位于昆士兰州的东南部,地下主要是不可渗透的地下土壤,这些土壤会引起周期性的地下注水,通常被分类为膨胀土壤,CH和MH土壤。由于路基行为不佳,市政局一直在与有效的路面设计和施工作斗争。历史上,未绑定的路面是伊普斯维奇(Ipswich)使用的主要设计,通常是基于AUSTROADS和交通运输与主要道路部的手册和经验。膨胀粘土上需要合适的工作平台才能使机器运行。研究表明,使用安全承载力进行路基评估不适合CH土壤。路基处理需要作为强制性考虑因素,并使用最低的CBR读数来提供最大的路面厚度。目前,最有效的路基处理方法似乎是放置在路基上的土工合成材料。 ud ud最新的《 Austroads and Transportation and Main Roads》手册与当前世界上路面设计的最佳做法保持一致,建议继续使用最新版本。用于新的人行道。伊普斯威奇计划方案政策应直接参考这些文档,并且应专门针对伊普斯威奇土壤,即应基于较低的CBR值和实际的设计ESA编号来选择更大的深度路面。由于挠性基底容易疲劳,可保持在不渗透的膜或层上,而刚性基底会迅速开裂,并损害整个基础。必须确定路面故障的原因,才能确定故障路面的适当修复方法。市政厅应考虑采用可持续修复方法,用沥青路面保持人行道的弹性。

著录项

  • 作者

    Caunce Catherine May;

  • 作者单位
  • 年度 2010
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
  • 中图分类

相似文献

  • 外文文献
  • 中文文献
  • 专利

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