不丹1号主要国道(PNH-1)切坡上的地表物质运动

Kiyoharu Hirota, Tomohiro Nishimura, Takeshi Kuwano, T. Iwasaki
{"title":"不丹1号主要国道(PNH-1)切坡上的地表物质运动","authors":"Kiyoharu Hirota, Tomohiro Nishimura, Takeshi Kuwano, T. Iwasaki","doi":"10.1680/jfoen.22.00007","DOIUrl":null,"url":null,"abstract":"The article presents characteristics of surficial mass movements after cutting a slope through the Prime National Highway 1 (hereinafter abbreviated as PNH-1) in Bhutan. The surficial mass movement, in the form of slope failures, affects the ability of traffic to move along the PNH-1. The geology in the area of the PNH-1 consists of metamorphic rocks. There are several types of surficial mass movement in slopes, for instance, rock/soil slide, debris flow, and rock falls. Slope failure has occurred due to the geological discontinuities, the boundary of strata, joints, and so on. From the observation of more than 100 slope failures along the PNH-1, the authors classified the surficial mass movements into three types: ‘Denudation’, ‘Flow’, and ‘Slide’. Among these three types, ‘Denudation’ and ‘Flow’ destabilize the surface layer of the slope after a while after cutting, while ‘Slide’ tends to collapse on the slope within a short time after cutting. According to Varnes’ landslide classification, surficial mass movements such as ‘Denudation’ and ‘Flow’ are categorized as ‘Flows’, and ‘Slide’ are categorized as ‘Slides’.","PeriodicalId":42902,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Forensic Engineering","volume":null,"pages":null},"PeriodicalIF":0.4000,"publicationDate":"2022-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Surficial Mass Movements on Cut Slopes of the Prime National Highway 1 (PNH-1) in Bhutan\",\"authors\":\"Kiyoharu Hirota, Tomohiro Nishimura, Takeshi Kuwano, T. Iwasaki\",\"doi\":\"10.1680/jfoen.22.00007\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The article presents characteristics of surficial mass movements after cutting a slope through the Prime National Highway 1 (hereinafter abbreviated as PNH-1) in Bhutan. The surficial mass movement, in the form of slope failures, affects the ability of traffic to move along the PNH-1. The geology in the area of the PNH-1 consists of metamorphic rocks. There are several types of surficial mass movement in slopes, for instance, rock/soil slide, debris flow, and rock falls. Slope failure has occurred due to the geological discontinuities, the boundary of strata, joints, and so on. From the observation of more than 100 slope failures along the PNH-1, the authors classified the surficial mass movements into three types: ‘Denudation’, ‘Flow’, and ‘Slide’. Among these three types, ‘Denudation’ and ‘Flow’ destabilize the surface layer of the slope after a while after cutting, while ‘Slide’ tends to collapse on the slope within a short time after cutting. According to Varnes’ landslide classification, surficial mass movements such as ‘Denudation’ and ‘Flow’ are categorized as ‘Flows’, and ‘Slide’ are categorized as ‘Slides’.\",\"PeriodicalId\":42902,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Forensic Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.4000,\"publicationDate\":\"2022-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Forensic Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/jfoen.22.00007\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Forensic Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jfoen.22.00007","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

本文介绍了不丹1号主要国道(以下简称PNH-1)切坡后地表物质运动的特点。地表物质运动以边坡破坏的形式影响了PNH-1沿线的交通能力。PNH-1地区的地质由变质岩组成。在斜坡上有几种类型的地表物质运动,例如,岩石/土壤滑动、泥石流和岩崩。由于地质不连续面、地层边界、节理等原因,边坡发生了破坏。根据对PNH-1沿线100多个边坡破坏的观察,作者将地表岩体运动分为三种类型:“剥蚀”、“流动”和“滑动”。这三种类型中,“剥蚀”和“流动”类型在切割后一段时间内使边坡表层失稳,而“滑动”类型在切割后短时间内倾向于在边坡上崩塌。根据瓦恩斯的滑坡分类,地表物质运动,如“剥蚀”和“流动”被归类为“流动”,“滑动”被归类为“滑动”。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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
Surficial Mass Movements on Cut Slopes of the Prime National Highway 1 (PNH-1) in Bhutan
The article presents characteristics of surficial mass movements after cutting a slope through the Prime National Highway 1 (hereinafter abbreviated as PNH-1) in Bhutan. The surficial mass movement, in the form of slope failures, affects the ability of traffic to move along the PNH-1. The geology in the area of the PNH-1 consists of metamorphic rocks. There are several types of surficial mass movement in slopes, for instance, rock/soil slide, debris flow, and rock falls. Slope failure has occurred due to the geological discontinuities, the boundary of strata, joints, and so on. From the observation of more than 100 slope failures along the PNH-1, the authors classified the surficial mass movements into three types: ‘Denudation’, ‘Flow’, and ‘Slide’. Among these three types, ‘Denudation’ and ‘Flow’ destabilize the surface layer of the slope after a while after cutting, while ‘Slide’ tends to collapse on the slope within a short time after cutting. According to Varnes’ landslide classification, surficial mass movements such as ‘Denudation’ and ‘Flow’ are categorized as ‘Flows’, and ‘Slide’ are categorized as ‘Slides’.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
CiteScore
1.70
自引率
0.00%
发文量
28
期刊最新文献
Using wearable technologies to minimise occupational illnesses among construction workers Driven pile foundation reuse in East London Managing piling obstruction risk intelligently for reinvention of a brutalist building Confidence and performance in different engineering tasks Strip footings for the extension of a piled building
×
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