Analytical solutions for deep tunnels in strain-softening rocks modeled by different elastic strain definitions with the unified strength theory
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Materials Science
Link
https://link.springer.com/content/pdf/10.1007/s11431-022-2158-9.pdf
Reference65 articles.
1. Oreste P P. The convergence-confinement method: Roles and limits in modern geomechanical tunnel design. Am J Appl Sci, 2009, 6: 757–771
2. Mahdevari S, Torabi S R. Prediction of tunnel convergence using artificial neural networks. Tunnelling Underground Space Tech, 2012, 28: 218–228
3. Fang Q, Zhang D, Zhou P, et al. Ground reaction curves for deep circular tunnels considering the effect of ground reinforcement. Int J Rock Mech Min Sci, 2013, 60: 401–412
4. Di Q, Li P, Zhang M, et al. Three-dimensional theoretical analysis of seepage field in front of shield tunnel face. Underground Space, 2022, 7: 528–542
5. Brown E T, Bray J W, Ladanyi B, et al. Ground response curves for rock tunnels. J Geotech Engrg, 1983, 109: 15–39
Cited by 52 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. A Novel Double-Layer Plastic Zone Elastoplastic Model and Analytical Solutions Considering the Freezing Temperature Gradient of Surrounding Rock in Cold Region Tunnels;Applied Mathematical Modelling;2024-11
2. Stress-strain state zoning model and novel large deformation classification method for squeezing tunnels;Engineering Failure Analysis;2024-10
3. An improved dual shear unified strength model (IDSUSM) considering strain softening effect;International Journal of Damage Mechanics;2024-09-05
4. Formation estimation and evolution mechanism of the pressure arch for non-circular tunnels under asymmetrical stress field;Science China Technological Sciences;2024-08-21
5. Analytical Solution of the Non-circular Tunnel with a Void Defect in the Complex Stress Field;KSCE Journal of Civil Engineering;2024-08-06
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