Interaction between two-arch tunnel and pile supported bridge – An experimental investigation
Author:
Funder
National Research Foundation of Korea
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference35 articles.
1. Similarity Methods in Engineering Dynamics – Theory and Practice of Scale Modeling;Baker,1991
2. Effects of tunnelling on pile foundations;Basil;Soils Found.,2014
3. A centrifuge model study on pile group response to adjacent tunneling in sand;Boonsiri;J. JSCE,2015
4. Observation of ground movement with existing pile – centrifuge modelling;Boonsiri;Geotech. Geol. Eng.,2015
5. Pile responses caused by tunneling;Chen;J. Geotech. Geoenviron.,1999
Cited by 10 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. Modeling test study on influence mechanism of large-span double-arch tunnels in proximity to existing tracks;Engineering Failure Analysis;2024-11
2. Investigation and measurement of old building response to the overlapped shield tunnel of multiple schemes in the sandy cobble stratum;Underground Space;2024-04
3. Analyzing the impact of geosynthetic reinforcement on Sinkhole: A numerical investigation with Machine Learning approach;Engineering Failure Analysis;2024-03
4. Dynamic Response of Bridge–Tunnel Overlapping Structures under High-Speed Railway and Subway Train Loads;Sustainability;2024-01-19
5. A Simplified Method for the Stress Analysis of Underground Transfer Structures Crossing Multiple Subway Tunnels;Computer Modeling in Engineering & Sciences;2024
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