Influence of water-rich tunnel by shield tunneling on existing bridge pile foundation in layered soils
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-021-4787-6.pdf
Reference33 articles.
1. DING Z, WEI X J, WEI G. Prediction methods on tunnel-excavation induced surface settlement around adjacent building [J]. Geomechanics and Engineering, 2017, 12(2): 185–195. DOI: https://doi.org/10.12989/gae.2017.12.2.185.
2. LIU C H, BEZUIJEN A, YANG M, CACHIM P. Elastic analysis of ground movements around a tunnel considering a buoyant lining moving upwards [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43: 1562–1575. DOI: https://doi.org/10.1002/nag.2902.
3. SU Y, SU Y H, ZHAO M H, VLACHOPOULOS N. Tunnel stability analysis in weak rocks using the convergence confinement method [J]. Rock Mechanics and Rock Engineering, 2021, 54: 559–582. DOI: https://doi.org/10.1007/s00603-020-02304-y.
4. MU L L, HUANG M S, FINNO R J. Tunneling effects on lateral behavior of pile rafts in layered soil [J]. Tunneling and Underground Space Technology, 2012, 28: 192–201. DOI: https://doi.org/10.1016/j.tust.2011.10.010.
5. ZHANG Z G, XU C, GONG J F. Influence of tunneling on deflection of adjacent piles considering shearing displacement of foundation and 3D effects of lateral soils beside piles [J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 846–856. DOI: https://doi.org/10.11779/CJGE201605010. (in Chinese)
Cited by 18 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. The influence of existing piles on station settlement during the construction of a tunnel undercrossing under existing stations;Scientific Reports;2024-06-18
2. Mechanical Response and Control Measures of Pile Foundations under Close‐Range Shield Tunneling in Water‐Rich Sandy Pebble Strata;Advances in Civil Engineering;2024-01
3. 基于桩基自平衡试验数据生成等效桩基静载测试曲线的智能反分析方法;Journal of Central South University;2023-10
4. Ground deformation induced by a shallow-buried twin-tunnel with small spacing: a case study of Guangzhou Metro Line 18 excavated by earth-pressure balance TBM;Environmental Earth Sciences;2023-05-29
5. Deformation failure characteristics and control measures of a shallow loess tunnel in water-rich strata;2023-03-27
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