Dynamic responses of unsaturated ground with or without embankment under moving loads using 2.5D FEM with perfectly match layer
Author:
Affiliation:
1. School of Civil Engineering and Architecture, Jishou University, Hunan, Zhangjiajie, China
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2021.1955159
Reference34 articles.
1. Perfectly matched layers for time-harmonic elastodynamics of unbounded domains: theory and finite-element implementation
2. Numerical analysis of soil vibrations due to trains moving at critical speed
3. Pore pressure generation in a poro-elastic soil under moving train loads
4. Steady state responses of poroelastic half-space soil medium to a moving rectangular load
5. Spectral analysis of a railway track in contact with a multilayered poroviscoelastic soil subjected to a harmonic moving load
Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Numerical analysis of wave propagation and vibration attenuation effects of periodic scattering piles in unsaturated poroviscoelastic ground;Geomechanics and Geoengineering;2022-12-28
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3