Investigation of the dynamic properties of coral sands with different water contents under planar impact

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2025-04-01 Epub Date: 2025-02-01 DOI:10.1016/j.soildyn.2025.109269
Songlin Yue , Xu Li , Yanyu Qiu , Gan Li , Xingkai Gao , Lu Liu , Jianping Wang
{"title":"Investigation of the dynamic properties of coral sands with different water contents under planar impact","authors":"Songlin Yue ,&nbsp;Xu Li ,&nbsp;Yanyu Qiu ,&nbsp;Gan Li ,&nbsp;Xingkai Gao ,&nbsp;Lu Liu ,&nbsp;Jianping Wang","doi":"10.1016/j.soildyn.2025.109269","DOIUrl":null,"url":null,"abstract":"<div><div>Flyer plate impact tests were carried out on three water content (dry, 10 % and 30 %) coral sands using one-stage gas gun device. Based on the time course curve of particle velocity at the free surface of the specimen, the interaction between coral sand with different water content and shock wave propagation was analyzed, and the impact adiabatic relationship and equation of state of coral sand with different water content under one-dimensional strain conditions were determined. The results demonstrate that there are discernible discrepancies in the dynamic response of coral sand across varying water content conditions. The dielectric elastic wave velocity is observed to decrease with increasing water content. Conversely, the slope of the shock wave velocity-particle velocity (<em>D</em><sub>s</sub>-<em>u</em><sub>s</sub>) curve is seen to increase with increasing water content. The attenuation rate of shock wave propagation in coral sand is significantly affected by water content, up to 50 % in dry and 10 % water content coral sand. However, there is almost no attenuation for water content up to 30 %, and enhanced shock wave pressure may occur in the presence of reflecting boundaries.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"191 ","pages":"Article 109269"},"PeriodicalIF":4.6000,"publicationDate":"2025-04-01","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/S0267726125000624","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/2/1 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

Flyer plate impact tests were carried out on three water content (dry, 10 % and 30 %) coral sands using one-stage gas gun device. Based on the time course curve of particle velocity at the free surface of the specimen, the interaction between coral sand with different water content and shock wave propagation was analyzed, and the impact adiabatic relationship and equation of state of coral sand with different water content under one-dimensional strain conditions were determined. The results demonstrate that there are discernible discrepancies in the dynamic response of coral sand across varying water content conditions. The dielectric elastic wave velocity is observed to decrease with increasing water content. Conversely, the slope of the shock wave velocity-particle velocity (Ds-us) curve is seen to increase with increasing water content. The attenuation rate of shock wave propagation in coral sand is significantly affected by water content, up to 50 % in dry and 10 % water content coral sand. However, there is almost no attenuation for water content up to 30 %, and enhanced shock wave pressure may occur in the presence of reflecting boundaries.
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
不同含水量珊瑚砂在平面冲击下的动力特性研究
采用一级气枪装置,对三种含水量(干、10%、30%)的珊瑚砂进行了飞片冲击试验。基于试样自由表面颗粒速度时程曲线,分析了不同含水量珊瑚砂与激波传播的相互作用,确定了不同含水量珊瑚砂在一维应变条件下的冲击绝热关系和状态方程。结果表明,珊瑚砂在不同含水量条件下的动态响应存在明显差异。介质弹性波速随含水量的增加而减小。相反,激波速度-粒子速度(Ds-us)曲线的斜率随着含水量的增加而增加。珊瑚砂中激波传播的衰减率受含水量的影响显著,在干珊瑚砂和含水量为10%的珊瑚砂中衰减率可达50%。然而,当含水量达到30%时,几乎没有衰减,并且在反射边界存在的情况下,激波压力可能会增加。
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
The influence of seismic source heterogeneity and local site effects on intensity attenuation during Chilean megathrust earthquakes Reflection characteristics of P1 and S1 waves at the free boundary of saturated frozen soil considering thermal effects Response of model pile-supported bridge to near-fault pulse-type ground motions A comprehensive analysis of the dynamic properties and microscopic mechanisms of natural fiber-reinforced soil Experimental and numerical studies on seismic performance of damaged RC bridge columns repaired using different jacketing materials
×
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