Investigation of an unusual landslide at Sai Kung Sai Wan Road, Sai Kung, Hong Kong

D. Lo, Rachel H C Law, Roland C T Wai, A. Ng, S. Williamson, Jason K S Lee, Y. M. Cheng
{"title":"Investigation of an unusual landslide at Sai Kung Sai Wan Road, Sai Kung, Hong Kong","authors":"D. Lo, Rachel H C Law, Roland C T Wai, A. Ng, S. Williamson, Jason K S Lee, Y. M. Cheng","doi":"10.1080/1023697X.2018.1461580","DOIUrl":null,"url":null,"abstract":"ABSTRACT An intense rainstorm on 21 May 2016 resulted a total of 34 natural terrain landslides in the vicinity of Sai Kung Sai Wan Road in the Sai Kung East Country Park, Hong Kong. One of these landslides was a large-scale failure with a source volume of about 2100 m3. It was almost an order of magnitude larger than all the others. The debris severely eroded a road embankment, undermining the road and resulting in road closure. The nature of the landslide was unusual in that it was a structurally controlled rockslide, with a basal failure surface formed from a persistent, planar sheeting joint within columnar jointed tuff rock with a maximum depth of about 12 m, while the other landslides that occurred in the country park during the same rainstorm involved only shallow failures within the regolith. An investigation of this unusual landslide was undertaken to diagnose the probable mechanism and causes of the failure. As there was concern about further large-scale instability occurring in the adjacent hillside where the sheeting joint was inferred to extend into, the potential for further large-scale instability was assessed as part of the investigation. The key components of the investigation included detailed engineering geological mapping, ground investigation and engineering analyses. This paper presents the findings of the investigation.","PeriodicalId":35587,"journal":{"name":"Transactions Hong Kong Institution of Engineers","volume":"25 1","pages":"102 - 114"},"PeriodicalIF":0.0000,"publicationDate":"2018-04-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1080/1023697X.2018.1461580","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transactions Hong Kong Institution of Engineers","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/1023697X.2018.1461580","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 1

Abstract

ABSTRACT An intense rainstorm on 21 May 2016 resulted a total of 34 natural terrain landslides in the vicinity of Sai Kung Sai Wan Road in the Sai Kung East Country Park, Hong Kong. One of these landslides was a large-scale failure with a source volume of about 2100 m3. It was almost an order of magnitude larger than all the others. The debris severely eroded a road embankment, undermining the road and resulting in road closure. The nature of the landslide was unusual in that it was a structurally controlled rockslide, with a basal failure surface formed from a persistent, planar sheeting joint within columnar jointed tuff rock with a maximum depth of about 12 m, while the other landslides that occurred in the country park during the same rainstorm involved only shallow failures within the regolith. An investigation of this unusual landslide was undertaken to diagnose the probable mechanism and causes of the failure. As there was concern about further large-scale instability occurring in the adjacent hillside where the sheeting joint was inferred to extend into, the potential for further large-scale instability was assessed as part of the investigation. The key components of the investigation included detailed engineering geological mapping, ground investigation and engineering analyses. This paper presents the findings of the investigation.
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
香港西贡西贡西湾道意外山泥倾泻调查
摘要:2016年5月21日,香港西贡东郊野公园西贡西湾道附近发生强烈暴雨,共导致34宗自然地形山泥倾泻。其中一次滑坡是一次大规模破坏,震源量约为2100 m3。它几乎比其他所有的都大一个数量级。碎片严重侵蚀了路堤,破坏了道路,导致道路封闭。滑坡的性质不同寻常,因为它是一种结构控制的岩石滑坡,基底破坏面由柱状节理凝灰岩内的持久平面片状节理形成,最大深度约为12 m、 而郊野公园在同一暴雨期间发生的其他山泥倾泻只涉及风化层内的浅层破坏。对这一不寻常的滑坡进行了调查,以诊断故障的可能机制和原因。由于人们担心挡板接缝延伸到的邻近山坡会发生进一步的大规模不稳定,因此作为调查的一部分,对进一步大规模不稳定的可能性进行了评估。调查的关键组成部分包括详细的工程地质测绘、地面调查和工程分析。本文介绍了调查结果。
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
Transactions Hong Kong Institution of Engineers
Transactions Hong Kong Institution of Engineers Engineering-Engineering (all)
CiteScore
2.70
自引率
0.00%
发文量
22
期刊最新文献
First of its kind in Hong Kong - innovative reuse of treated effluent and enhanced energy efficiency for air-conditioning systems Class A Prediction Symposium on Debris Flow Impact Forces on Single and Dual Barriers Simulation-based quantitative methods for vehicle emissions and a CO2 charging policy Land use change in Dhaka City Corporation Area and its impact on transportation: A way forward towards integration into national policies A bibliometric study of carbon neutrality: 2001-2022
×
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