Numerical back-analyses of greenfield settlement during tunnel boring
Author:
Affiliation:
1. University of Western Australia, Perth, Australia, 35, Stirling Highway, Crawley, WA-6009, Australia.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2011-0358
Reference23 articles.
1. Addenbrooke, T.I. 1996. Numerical analysis of tunnelling in stiff clay. Ph.D. thesis, University of London.
2. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction
3. Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face
4. The influence of soil anisotropy and K0 on ground surface movements resulting from tunnel excavation
Cited by 25 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. Simulation of Surface Settlement Induced by Parallel Mechanised Tunnelling;Sustainability;2023-09-04
2. Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model;Ocean Engineering;2023-06
3. Effects of the skew angle of new tunneling on an existing tunnel: three-dimensional centrifuge and numerical modeling;Canadian Geotechnical Journal;2022-10-01
4. INVESTIGATION OF TUNNEL RESPONSE DUE TO THE EFFECT OF ADJACENT LOADED PILE ROW BY 3D SIMULATION ANALYSIS;International Journal of GEOMATE;2022-09-01
5. Effects of the skew angle of new tunneling on an existing tunnel: three-dimensional centrifuge and numerical modeling;CAN GEOTECH J;2022
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