Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
Honglue Qu, Zhe Zhang, Ya’nan Gao, Qian Mei, Yuanyuan Deng
{"title":"Energy Dynamic Characteristics of Seismic Wave Propagation in Bedrock and Overburden Layer Slope","authors":"Honglue Qu, Zhe Zhang, Ya’nan Gao, Qian Mei, Yuanyuan Deng","doi":"10.1007/s11204-024-09967-7","DOIUrl":null,"url":null,"abstract":"<p>When a seismic wave propagates through a bedrock cover discontinuity, mutations in seismic wave propagation characteristics occur owing to reflection and transmission. In this study, based on the medium model and motion equation, the medium of the bedrock and overburden layer slope were connected by boundary conditions, the variation law of the seismic wave reflection and transmission coefficients at the bedrock cover discontinuity were analyzed, and the attenuation characteristics of the energy of the bedrock and overburden layer slope were studied. It was concluded that the transmission coefficients of the P, SV, and SH waves decreased with increasing incident angle. Further, with increasing incident angle, the reflection coefficients of the P and SH waves first decreased and then increased, whereas that of the SV wave first increased and then decreased. When the incident angle was constant, the attenuation of the seismic wave energy by the bedrock cover interface was directly proportional to the attenuation ratio of the interface. Thus, the attenuation of seismic wave energy first increased and then decreased with increasing incident angle.</p>","PeriodicalId":21918,"journal":{"name":"Soil Mechanics and Foundation Engineering","volume":"1444 1","pages":""},"PeriodicalIF":0.8000,"publicationDate":"2024-07-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Mechanics and Foundation Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s11204-024-09967-7","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

When a seismic wave propagates through a bedrock cover discontinuity, mutations in seismic wave propagation characteristics occur owing to reflection and transmission. In this study, based on the medium model and motion equation, the medium of the bedrock and overburden layer slope were connected by boundary conditions, the variation law of the seismic wave reflection and transmission coefficients at the bedrock cover discontinuity were analyzed, and the attenuation characteristics of the energy of the bedrock and overburden layer slope were studied. It was concluded that the transmission coefficients of the P, SV, and SH waves decreased with increasing incident angle. Further, with increasing incident angle, the reflection coefficients of the P and SH waves first decreased and then increased, whereas that of the SV wave first increased and then decreased. When the incident angle was constant, the attenuation of the seismic wave energy by the bedrock cover interface was directly proportional to the attenuation ratio of the interface. Thus, the attenuation of seismic wave energy first increased and then decreased with increasing incident angle.

基岩和覆盖层斜坡中地震波传播的能量动态特性
当地震波在基岩覆盖层不连续处传播时,由于反射和透射的作用,地震波的传播特性会发生突变。本研究基于介质模型和运动方程,通过边界条件连接基岩和覆盖层边坡介质,分析了基岩覆盖层不连续处地震波反射和透射系数的变化规律,研究了基岩和覆盖层边坡能量衰减特征。结果表明,P 波、SV 波和 SH 波的透射系数随入射角度的增大而减小。此外,随着入射角的增大,P 波和 SH 波的反射系数先减小后增大,而 SV 波的反射系数先增大后减小。当入射角度恒定时,基岩覆盖界面对地震波能量的衰减与界面衰减比成正比。因此,随着入射角度的增大,地震波能量的衰减先增大后减小。
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 求助全文
来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
×
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