格宾网和土工袋作坡面加筋土边坡的振动台试验抗震性能

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Ya Meng , Chao Xu , Yang Yang , Geye Li , Xiaodang Wei , Bin Jia
{"title":"格宾网和土工袋作坡面加筋土边坡的振动台试验抗震性能","authors":"Ya Meng ,&nbsp;Chao Xu ,&nbsp;Yang Yang ,&nbsp;Geye Li ,&nbsp;Xiaodang Wei ,&nbsp;Bin Jia","doi":"10.1016/j.soildyn.2025.109645","DOIUrl":null,"url":null,"abstract":"<div><div>Reinforced soil technology is a preferred solution for addressing fill slopes in mountainous regions. Despite extensive research on the seismic responses of reinforced soil slopes under specific slope surface conditions, the comparison of the dynamic responses among reinforced soil slopes with varying slope facings remains unclear. In the current study, two sets of reduced-scale shaking table tests were performed on reinforced slope models with gabions and geotextile bags used as front panels, respectively. The acceleration response characteristics, slope surface displacement, crest settlement, earth pressure and geogrid axial force distribution of the two models were systematically compared to assess their performance under earthquakes. The results indicated that the acceleration amplification factors across the slopes for the two types of front panels differed slightly. The strongest acceleration response was observed at the slope surface, followed by the unreinforced soil zone, and the least in the reinforced soil zone. Under seismic loading, the peak displacement of the slope surface increased with slope height and peak ground acceleration, with the gabion group generally showing smaller peak displacements compared to the geobag group. Moreover, post-earthquake recovery of slope surface displacement exceeded 70 % for both groups. Both tested models displayed uneven settlement at the slope crest after the earthquake. The maximum cumulative settlement, which amounted to approximately 0.6 % of the slope height, was observed with the gabion group, which exhibited a greater crest settlement compared to the geobag group. Despite initial disparity due to the self-weight of slope facing material, both slope groups exhibited the same vertical earth pressure evolution with comparable growth rates under earthquake. Similar spatial distributions were also observed in the axial forces of geogrid, in which the geobag group showed higher increments but lower recovery capacity than the gabion group.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"198 ","pages":"Article 109645"},"PeriodicalIF":4.2000,"publicationDate":"2025-07-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic performance of reinforced soil slopes with gabions and geobags as slope facings in shaking table test\",\"authors\":\"Ya Meng ,&nbsp;Chao Xu ,&nbsp;Yang Yang ,&nbsp;Geye Li ,&nbsp;Xiaodang Wei ,&nbsp;Bin Jia\",\"doi\":\"10.1016/j.soildyn.2025.109645\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Reinforced soil technology is a preferred solution for addressing fill slopes in mountainous regions. Despite extensive research on the seismic responses of reinforced soil slopes under specific slope surface conditions, the comparison of the dynamic responses among reinforced soil slopes with varying slope facings remains unclear. In the current study, two sets of reduced-scale shaking table tests were performed on reinforced slope models with gabions and geotextile bags used as front panels, respectively. The acceleration response characteristics, slope surface displacement, crest settlement, earth pressure and geogrid axial force distribution of the two models were systematically compared to assess their performance under earthquakes. The results indicated that the acceleration amplification factors across the slopes for the two types of front panels differed slightly. The strongest acceleration response was observed at the slope surface, followed by the unreinforced soil zone, and the least in the reinforced soil zone. Under seismic loading, the peak displacement of the slope surface increased with slope height and peak ground acceleration, with the gabion group generally showing smaller peak displacements compared to the geobag group. Moreover, post-earthquake recovery of slope surface displacement exceeded 70 % for both groups. Both tested models displayed uneven settlement at the slope crest after the earthquake. The maximum cumulative settlement, which amounted to approximately 0.6 % of the slope height, was observed with the gabion group, which exhibited a greater crest settlement compared to the geobag group. Despite initial disparity due to the self-weight of slope facing material, both slope groups exhibited the same vertical earth pressure evolution with comparable growth rates under earthquake. Similar spatial distributions were also observed in the axial forces of geogrid, in which the geobag group showed higher increments but lower recovery capacity than the gabion group.</div></div>\",\"PeriodicalId\":49502,\"journal\":{\"name\":\"Soil Dynamics and Earthquake Engineering\",\"volume\":\"198 \",\"pages\":\"Article 109645\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-07-04\",\"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/S0267726125004385\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125004385","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

摘要

加筋土技术是解决山区填方边坡的首选解决方案。尽管对特定坡面条件下加筋土边坡的地震反应进行了广泛的研究,但不同坡面条件下加筋土边坡的动力反应比较尚不清楚。本研究分别以格宾网和土工布袋为前面板,对加筋边坡模型进行了两组小比例尺振动台试验。系统比较了两种模型的加速度响应特性、坡面位移、波峰沉降、土压力和土工格栅轴力分布,评价了两种模型在地震作用下的性能。结果表明,两种前面板在坡面上的加速度放大系数略有不同。坡面加速度响应最强,非加筋土区次之,加筋土区最小。地震荷载作用下,坡面峰值位移随坡高和峰值地加速度的增大而增大,格宾笼组的峰值位移普遍小于土工袋组。两组的坡面位移震后恢复均超过70%。两种试验模型均显示地震后坡顶沉降不均匀。格宾笼组的最大累积沉降量约为坡高的0.6%,与土工袋组相比,格宾笼组的峰值沉降量更大。尽管由于坡面材料的自重而产生了初始差异,但两组坡在地震作用下表现出相同的垂直土压力演化和相当的增长率。土工格栅轴向力的空间分布也相似,土工格栅组的轴向力增量高于格宾网组,但恢复能力低于格宾网组。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Seismic performance of reinforced soil slopes with gabions and geobags as slope facings in shaking table test
Reinforced soil technology is a preferred solution for addressing fill slopes in mountainous regions. Despite extensive research on the seismic responses of reinforced soil slopes under specific slope surface conditions, the comparison of the dynamic responses among reinforced soil slopes with varying slope facings remains unclear. In the current study, two sets of reduced-scale shaking table tests were performed on reinforced slope models with gabions and geotextile bags used as front panels, respectively. The acceleration response characteristics, slope surface displacement, crest settlement, earth pressure and geogrid axial force distribution of the two models were systematically compared to assess their performance under earthquakes. The results indicated that the acceleration amplification factors across the slopes for the two types of front panels differed slightly. The strongest acceleration response was observed at the slope surface, followed by the unreinforced soil zone, and the least in the reinforced soil zone. Under seismic loading, the peak displacement of the slope surface increased with slope height and peak ground acceleration, with the gabion group generally showing smaller peak displacements compared to the geobag group. Moreover, post-earthquake recovery of slope surface displacement exceeded 70 % for both groups. Both tested models displayed uneven settlement at the slope crest after the earthquake. The maximum cumulative settlement, which amounted to approximately 0.6 % of the slope height, was observed with the gabion group, which exhibited a greater crest settlement compared to the geobag group. Despite initial disparity due to the self-weight of slope facing material, both slope groups exhibited the same vertical earth pressure evolution with comparable growth rates under earthquake. Similar spatial distributions were also observed in the axial forces of geogrid, in which the geobag group showed higher increments but lower recovery capacity than the gabion group.
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
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.
×
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:604180095
Book学术官方微信