Analytical solution of a circular lined tunnel with alterable mechanical property under hydrostatic stress and internal pressure
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5097-3.pdf
Reference47 articles.
1. LO K Y, YUEN C M K. Design of tunnel lining in rock for long term time effects [J]. Canadian Geotechnical Journal, 1981, 18(1): 24–39. DOI: https://doi.org/10.1139/t81-004.
2. LI Peng-fei, WEI Ying-jie, ZHANG Ming-ju, et al. Influence of non-associated flow rule on passive face instability for shallow shield tunnels [J]. Tunnelling and Underground Space Technology, 2022, 119: 104202. DOI: https://doi.org/10.1016/j.tust.2021.104202.
3. LIU Xiang, JIANG An-nan, HAI Lu, et al. Study on soil gap formation beneath existing underground structures due to new excavation below [J]. Computers and Geotechnics, 2021, 139: 104379. DOI: https://doi.org/10.1016/j.compgeo.2021.104379.
4. ZHOU Mo-zhen, FANG Qian, PENG Chong. A mortar segment-to-segment contact method for stabilized total-Lagrangian smoothed particle hydrodynamics [J]. Applied Mathematical Modelling, 2022, 107: 20–38. DOI: https://doi.org/10.1016/j.apm.2022.02.022.
5. GALAN I, BALDERMANN A, KUSTERLE W, et al. Durability of shotcrete for underground support — Review and update [J]. Construction and Building Materials, 2019, 202: 465–493. DOI: https://doi.org/10.1016/j.conbuildmat.2018.12.151.
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. Re-orientation of principal stresses during tunnel excavation: Model development and support strategy;Alexandria Engineering Journal;2024-11
2. Analytical Model of Mechanical Responses of Circular Tunnels Considering Rheological Behavior of Surrounding Rock and Functionally Graded Lining;Applied Sciences;2024-08-23
3. Comparative analysis between single-train passing and double-train intersection in a tunnel;Journal of Zhejiang University-SCIENCE A;2024-05
4. A better understanding of tunnel deformable supports: from analytical model to engineering application;Archives of Civil and Mechanical Engineering;2024-04-10
5. Aerodynamic Effect Associated with Tunnel Length;KSCE Journal of Civil Engineering;2024-04-04
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