Theoretical analysis of grouting reinforcement of surrounding rock with strength drop in deep chamber-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Theoretical analysis of grouting reinforcement of surrounding rock with strength drop in deep chamber

Published:2023-07-03 Issue:10 Volume:234 Page:4801-4819
ISSN:0001-5970
Container-title:Acta Mechanica
language:en
Short-container-title:Acta Mech

Author:

Zhao Zenghui,Li Canlin,Meng Zhe,Liu Hao

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Link

https://link.springer.com/content/pdf/10.1007/s00707-023-03629-9.pdf

Reference30 articles.

1. Brown, E.T., Bray, J.W., Ladanyi, B., et al.: Ground response curves for rock tunnels. J. Geotech. Eng. 109(1), 15–39 (1983). https://doi.org/10.1061/(ASCE)0733-9410(1983)109:1(15)

2. Reed, M.B.: Stresses and displacements around a cylindrical cavity in soft rock. IMA J. Appl. Math. 36(3), 223–245 (1986). https://doi.org/10.1093/imamat/36.3.223

3. Ogawa, T., Lo, K.Y.: Effects of dilatancy and yield criteria on displacements around tunnels. Can. Geotech. J. 24(1), 100–113 (1987). https://doi.org/10.1139/t87-009

4. Wang, Y.: Ground response of circular tunnel in poorly consolidated rock. J. Geotech. Eng. 122(9), 703–708 (1996). https://doi.org/10.1061/(ASCE)0733-9410(1996)122:9(703)

5. Carranza-Torres, C., Fairhurst, C.: The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion. Int. J. Rock Mech. Min. Sci. 36(6), 777–809 (1999). https://doi.org/10.1016/S0148-9062(99)00047-9

Cited by 2 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. Unraveling the shear behaviors of bonding interface for post-grouted sandstones considering the temperature and confining pressure effects;Journal of Materials Research and Technology;2024-05

2. Theoretical analysis of anchorage-seepage coupling effect of the surrounding rock stability in deep buried abandoned chambers;Geomechanics and Geophysics for Geo-Energy and Geo-Resources;2023-11-14

同舟云学术

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