Research on the spatiotemporal evolution of deformation and seismic dynamic response characteristics of high-steep loess slope on the northeast edge of the Qinghai-Tibet Plateau

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Ziyue Xu, Shengyuan Song, Feng Wu, Chen Cao, Muye Ma, Sicong Wang
{"title":"Research on the spatiotemporal evolution of deformation and seismic dynamic response characteristics of high-steep loess slope on the northeast edge of the Qinghai-Tibet Plateau","authors":"Ziyue Xu,&nbsp;Shengyuan Song,&nbsp;Feng Wu,&nbsp;Chen Cao,&nbsp;Muye Ma,&nbsp;Sicong Wang","doi":"10.1007/s10064-024-04051-8","DOIUrl":null,"url":null,"abstract":"<div><p>The high-steep loess slopes located in the transition zone between the landforms of the Qinghai Tibet Plateau and the Loess Plateau are prone to instability under rainfall and earthquakes conditions. Analyzing their stability and potential instability areas can help solve the problem of disaster prevention and control of high-steep loess slopes under complex landforms. This article took the high-steep loess slope on the northeast edge of the Qinghai Tibet Plateau as the research object, used small baseline subset Interferometric Synthetic Aperture Radar (SBAS-InSAR) to analyze the spatiotemporal evolution of slope deformation, and then used numerical simulation to research the static and dynamic response characteristics of slope. The results show that the slope deforms rapidly after heavy rainfall in August 2020, and the annual deformation rate is -11.2 ~ 3.0 mm/a within 5 years. The slope angle and slope height have an amplification effect on the peak ground acceleration (PGA) of slopes. PGA increases with the increase of slope height and slope angle, and the amplification coefficient of PGA reaches 1.67–3.18 times. Under natural, rainfall, and earthquake conditions, the displacement extremum zone of loess slopes is located at the shoulder of the slope. Based on the deformation spatiotemporal evolution characteristics and seismic dynamic response characteristics of loess slope, this paper identified three potential instability areas and instability factors of loess slope, providing theoretical support for the research of deformation and instability mechanisms of high-steep loess slopes on the northeast edge of the Qinghai Tibet Plateau.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 1","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2024-12-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-024-04051-8","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0

Abstract

The high-steep loess slopes located in the transition zone between the landforms of the Qinghai Tibet Plateau and the Loess Plateau are prone to instability under rainfall and earthquakes conditions. Analyzing their stability and potential instability areas can help solve the problem of disaster prevention and control of high-steep loess slopes under complex landforms. This article took the high-steep loess slope on the northeast edge of the Qinghai Tibet Plateau as the research object, used small baseline subset Interferometric Synthetic Aperture Radar (SBAS-InSAR) to analyze the spatiotemporal evolution of slope deformation, and then used numerical simulation to research the static and dynamic response characteristics of slope. The results show that the slope deforms rapidly after heavy rainfall in August 2020, and the annual deformation rate is -11.2 ~ 3.0 mm/a within 5 years. The slope angle and slope height have an amplification effect on the peak ground acceleration (PGA) of slopes. PGA increases with the increase of slope height and slope angle, and the amplification coefficient of PGA reaches 1.67–3.18 times. Under natural, rainfall, and earthquake conditions, the displacement extremum zone of loess slopes is located at the shoulder of the slope. Based on the deformation spatiotemporal evolution characteristics and seismic dynamic response characteristics of loess slope, this paper identified three potential instability areas and instability factors of loess slope, providing theoretical support for the research of deformation and instability mechanisms of high-steep loess slopes on the northeast edge of the Qinghai Tibet Plateau.

求助全文
约1分钟内获得全文 求助全文
来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信