Responses Of Free-Standing Railway Embankments As A Consequence Of Mine Subsidence In The NSW Southern Coalfield

IF 0.3 Q4 ENGINEERING, GEOLOGICAL Australian Geomechanics Journal Pub Date : 2023-03-01 DOI:10.56295/agj5813
A. Leventhal, T. Hull, R. Walsh, Ross Barber
{"title":"Responses Of Free-Standing Railway Embankments As A Consequence Of Mine Subsidence In The NSW Southern Coalfield","authors":"A. Leventhal, T. Hull, R. Walsh, Ross Barber","doi":"10.56295/agj5813","DOIUrl":null,"url":null,"abstract":"To support our civilisation’s requirement for carbon steel, longwall mining of the Bulli Seam at Appin and Tahmoor Collieries has occurred to recover high quality coking/metallurgical coal, being for steelmaking. The Main Southern Railway crosses the footprint of both mines, and it was therefore important to manage the risk to infrastructure and public safety during longwall retreat in this strain-driven environment. One technical issue is the response to subsidence-induced ‘valley closure’. This has occurred in both gently undulating Wianamatta Group Ashfield Shale and the steeper upper Hawkesbury Sandstone valleys. This paper covers the observed responses of embankments on the Main Southern Railway and the heritage railway Picton to Mittagong Loop Line, and illustrates the responses of the embankments to valley closure that produced up to 11% strain, as well as illustrating displacement field development and derived principal strain vectors. The responses of four embankments are presented beneath which longwalls have been successfully extracted, and done so without adverse impact upon public safety. An understanding of the strain-driven responses of the embankments is presented.","PeriodicalId":43619,"journal":{"name":"Australian Geomechanics Journal","volume":null,"pages":null},"PeriodicalIF":0.3000,"publicationDate":"2023-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Australian Geomechanics Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.56295/agj5813","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

To support our civilisation’s requirement for carbon steel, longwall mining of the Bulli Seam at Appin and Tahmoor Collieries has occurred to recover high quality coking/metallurgical coal, being for steelmaking. The Main Southern Railway crosses the footprint of both mines, and it was therefore important to manage the risk to infrastructure and public safety during longwall retreat in this strain-driven environment. One technical issue is the response to subsidence-induced ‘valley closure’. This has occurred in both gently undulating Wianamatta Group Ashfield Shale and the steeper upper Hawkesbury Sandstone valleys. This paper covers the observed responses of embankments on the Main Southern Railway and the heritage railway Picton to Mittagong Loop Line, and illustrates the responses of the embankments to valley closure that produced up to 11% strain, as well as illustrating displacement field development and derived principal strain vectors. The responses of four embankments are presented beneath which longwalls have been successfully extracted, and done so without adverse impact upon public safety. An understanding of the strain-driven responses of the embankments is presented.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
新南威尔士州南部煤田独立式铁路路堤对矿山沉降的响应
为了满足人类文明对碳钢的需求,Appin和Tahmoor煤矿的Bulli煤层进行了长壁开采,以回收高质量的炼焦/冶金煤,用于炼钢。南部主要铁路穿越了两个矿山的足迹,因此在这种紧张的环境下,管理长壁撤退对基础设施和公共安全的风险非常重要。一个技术问题是对沉降引起的“山谷闭合”的反应。这种情况既发生在平缓起伏的Wianamatta组Ashfield页岩中,也发生在更陡峭的Hawkesbury上部砂岩山谷中。本文涵盖了南部主要铁路和皮克顿至米塔贡环线的遗产铁路路堤的观测响应,并说明了路堤对山谷闭合的响应,产生了高达11%的应变,并说明了位移场的发展和推导的主应变向量。在成功提取长墙的情况下,给出了四个堤防的响应,并且这样做不会对公共安全产生不利影响。对堤防应变驱动响应的理解被提出。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Australian Geomechanics Journal
Australian Geomechanics Journal ENGINEERING, GEOLOGICAL-
CiteScore
0.40
自引率
0.00%
发文量
1
期刊最新文献
Can the shrink-swell index be predicted in the Wagga Wagga region based on Atterberg limits? The Queensland geotechnical database Simplified excavation-induced lateral displacement assessment in Sydney area Australian Geomechanics – State of the Journal Assessing the geometry of defect waviness from borehole data
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1