2018年苏拉威西地震水膜形成的实验与数值模拟

D. Rohit, H. Hazarika, C. Qin, Tsubasa Maeda, T. Kokusho, Yuichi Yahiro, A. Prabhakaran
{"title":"2018年苏拉威西地震水膜形成的实验与数值模拟","authors":"D. Rohit, H. Hazarika, C. Qin, Tsubasa Maeda, T. Kokusho, Yuichi Yahiro, A. Prabhakaran","doi":"10.1680/jfoen.21.00024","DOIUrl":null,"url":null,"abstract":"The water film effect is considered a key factor in triggering the large scale flowslides on gently sloping terrain in highly stratified, liquefiable sandy soils during the 2018 Sulawesi Earthquake. The mechanism of water film formation under multiple less permeable soil layers (capping layers) with different plasticity characteristics is evaluated using 1D soil model tests under impact loading and their 1D response analysis. As observed, the water film can form under both plastic and non-plastic capping layers under the influence of impact load. The effect of number of capping layers, as well as their plasticity, on the water film formation and the dissipation of excess pore water pressure is evaluated, as well as the resulting vertical and lateral deformation of the soil layers, together with the stresses produced under a sinusoidal loading, inducing a water film effect is studied. From the results, it can be concluded that the configuration and the plasticity of the capping layer which controls its permeability characteristics, have a significant influence on the stability of the water film. Moreover, the water film effect plays a key role, if not the completely responsible for triggering the flowslides by forming a low-friction interface under the capping layer.","PeriodicalId":42902,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Forensic Engineering","volume":null,"pages":null},"PeriodicalIF":0.4000,"publicationDate":"2022-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental and numerical simulation on water film formation during the 2018 Sulawesi Earthquake\",\"authors\":\"D. Rohit, H. Hazarika, C. Qin, Tsubasa Maeda, T. Kokusho, Yuichi Yahiro, A. Prabhakaran\",\"doi\":\"10.1680/jfoen.21.00024\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The water film effect is considered a key factor in triggering the large scale flowslides on gently sloping terrain in highly stratified, liquefiable sandy soils during the 2018 Sulawesi Earthquake. The mechanism of water film formation under multiple less permeable soil layers (capping layers) with different plasticity characteristics is evaluated using 1D soil model tests under impact loading and their 1D response analysis. As observed, the water film can form under both plastic and non-plastic capping layers under the influence of impact load. The effect of number of capping layers, as well as their plasticity, on the water film formation and the dissipation of excess pore water pressure is evaluated, as well as the resulting vertical and lateral deformation of the soil layers, together with the stresses produced under a sinusoidal loading, inducing a water film effect is studied. From the results, it can be concluded that the configuration and the plasticity of the capping layer which controls its permeability characteristics, have a significant influence on the stability of the water film. Moreover, the water film effect plays a key role, if not the completely responsible for triggering the flowslides by forming a low-friction interface under the capping layer.\",\"PeriodicalId\":42902,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Forensic Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.4000,\"publicationDate\":\"2022-05-24\",\"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.21.00024\",\"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.21.00024","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

水膜效应被认为是引发2018年苏拉威西地震中高度分层、可液化的沙质土壤缓坡地形大规模流滑的关键因素。采用冲击荷载作用下的一维土体模型试验及其一维响应分析,对不同塑性特性的多层低渗透土层(盖层)下水膜形成机理进行了研究。结果表明,在冲击载荷作用下,塑性和非塑性盖层均可形成水膜。研究了封盖层数及其塑性对水膜形成和超孔隙水压力消散的影响,以及由此产生的土层竖向和侧向变形,以及正弦荷载作用下产生的应力,从而诱发水膜效应。结果表明,盖层的结构和塑性对水膜的稳定性有重要影响,而盖层的结构和塑性控制着其渗透特性。此外,水膜效应虽然不是触发流动滑动的全部原因,但也起到了关键作用,因为水膜效应在盖层下形成了一个低摩擦界面。
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
Experimental and numerical simulation on water film formation during the 2018 Sulawesi Earthquake
The water film effect is considered a key factor in triggering the large scale flowslides on gently sloping terrain in highly stratified, liquefiable sandy soils during the 2018 Sulawesi Earthquake. The mechanism of water film formation under multiple less permeable soil layers (capping layers) with different plasticity characteristics is evaluated using 1D soil model tests under impact loading and their 1D response analysis. As observed, the water film can form under both plastic and non-plastic capping layers under the influence of impact load. The effect of number of capping layers, as well as their plasticity, on the water film formation and the dissipation of excess pore water pressure is evaluated, as well as the resulting vertical and lateral deformation of the soil layers, together with the stresses produced under a sinusoidal loading, inducing a water film effect is studied. From the results, it can be concluded that the configuration and the plasticity of the capping layer which controls its permeability characteristics, have a significant influence on the stability of the water film. Moreover, the water film effect plays a key role, if not the completely responsible for triggering the flowslides by forming a low-friction interface under the capping layer.
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