The combined amplification effects of topography and stratigraphy of layered rock slopes under vertically and obliquely incident seismic waves

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2025-06-01 Epub Date: 2025-02-25 DOI:10.1016/j.soildyn.2025.109331
Hui Shen , Yaqun Liu , Xinping Li , Haibo Li , Liangjun Wang , Wenxu Huang
{"title":"The combined amplification effects of topography and stratigraphy of layered rock slopes under vertically and obliquely incident seismic waves","authors":"Hui Shen ,&nbsp;Yaqun Liu ,&nbsp;Xinping Li ,&nbsp;Haibo Li ,&nbsp;Liangjun Wang ,&nbsp;Wenxu Huang","doi":"10.1016/j.soildyn.2025.109331","DOIUrl":null,"url":null,"abstract":"<div><div>Both the topography and stratigraphy of slopes significantly affect the ground motions of slopes during earthquakes, and oblique incidence of seismic waves can further aggravate amplification. This study aims to parametrically explore the combined effects of the topography and stratigraphy of layered rock slopes on seismic amplification subjected to vertical and oblique propagating waves and provide qualitative and quantitative insight into this phenomenon. The spectral element method used to obtain the seismic response of slopes is introduced and verified by two examples. The influences of the slope angle, material properties of the layers, surface layer conditions, and incident angle of the seismic waves on the seismic amplification are then investigated. The results indicate that the peak horizontal and vertical amplification factors for layered rock slopes subjected to vertical and oblique incidence of seismic waves are in the ranges of 1.3–7.6 and 0.3–5.2, respectively. Among the various factors, the thickness and shear wave velocity of the surface layer of slopes have the greatest influence on the amplification effect, especially for obliquely incident waves. At oblique incidence, the maximum horizontal and vertical normalized acceleration amplification factors for the soft-surface-layer slope are 4.4 and 7.4 times greater than those for the hard-surface cases, respectively, whereas at vertical incidence, these values are only 2.8 and 4.3, respectively. When the impedance ratio between the surface layer and the underlying layer is 0.5 (i.e., the soft surface layer), unusual vertical amplification is observed where the maximum vertical amplification factor reaches 5.2. The findings of this study may provide useful reference and guidance for the seismic design of slope engineering and building structures near slopes.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"193 ","pages":"Article 109331"},"PeriodicalIF":4.6000,"publicationDate":"2025-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125001241","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/2/25 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

Both the topography and stratigraphy of slopes significantly affect the ground motions of slopes during earthquakes, and oblique incidence of seismic waves can further aggravate amplification. This study aims to parametrically explore the combined effects of the topography and stratigraphy of layered rock slopes on seismic amplification subjected to vertical and oblique propagating waves and provide qualitative and quantitative insight into this phenomenon. The spectral element method used to obtain the seismic response of slopes is introduced and verified by two examples. The influences of the slope angle, material properties of the layers, surface layer conditions, and incident angle of the seismic waves on the seismic amplification are then investigated. The results indicate that the peak horizontal and vertical amplification factors for layered rock slopes subjected to vertical and oblique incidence of seismic waves are in the ranges of 1.3–7.6 and 0.3–5.2, respectively. Among the various factors, the thickness and shear wave velocity of the surface layer of slopes have the greatest influence on the amplification effect, especially for obliquely incident waves. At oblique incidence, the maximum horizontal and vertical normalized acceleration amplification factors for the soft-surface-layer slope are 4.4 and 7.4 times greater than those for the hard-surface cases, respectively, whereas at vertical incidence, these values are only 2.8 and 4.3, respectively. When the impedance ratio between the surface layer and the underlying layer is 0.5 (i.e., the soft surface layer), unusual vertical amplification is observed where the maximum vertical amplification factor reaches 5.2. The findings of this study may provide useful reference and guidance for the seismic design of slope engineering and building structures near slopes.
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
垂直和斜向地震波作用下层状岩质边坡地形和地层的联合放大效应
斜坡的地形和地层对地震时斜坡的地震动有显著影响,地震波的斜入射会进一步加剧放大。本研究旨在参数化探讨层状岩质边坡的地形和地层对垂直和斜向传播波作用下地震放大的综合影响,为这一现象提供定性和定量的认识。介绍了用于求解边坡地震反应的谱元法,并通过两个算例进行了验证。研究了坡角、地层材料性质、表层条件和地震波入射角对地震放大的影响。结果表明:层状岩质边坡在地震波垂直和斜入射作用下的峰值水平和垂直放大系数分别在1.3 ~ 7.6和0.3 ~ 5.2之间;在各种因素中,斜坡表层的厚度和横波速度对放大效应的影响最大,尤其是对斜入射波的影响。在倾斜入射下,软地表的最大水平和垂直归一化加速度放大系数分别是硬地表的4.4倍和7.4倍,而在垂直入射下,这两个值分别仅为2.8和4.3倍。当表面层与下伏层的阻抗比为0.5(即软表面层)时,观察到异常的垂直放大,最大垂直放大因子达到5.2。研究结果可为边坡工程及边坡附近建筑结构的抗震设计提供有益的参考和指导。
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
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
期刊最新文献
A novel periodic in-filled metabarrier for mitigating train-induced vibrations Deformation-amplified slope-friction self-centering braces for energy dissipation enhancement: Development and validation Pre-failure dynamic analysis of the Fundão tailings dam using the PM4Sand liquefaction model Rate-dependent behaviour on lateral bearing capacity for caisson foundation under slow to rapid monotonic and cyclic loadings Risk-based cumulative damage assessment of multi-span continuous bridges under mainshock-aftershock sequences: A novel state-dependent fragility surface framework
×
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:604180095
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