A Study on the Stability of Reinforced Tunnel Face Using Horizontal Pre-Grouting
Author:
Affiliation:
1. School of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China
2. China Construction Second Engineering Bureau Ltd., Beijing 100160, China
Abstract
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
R&D Program of China Construction Second Engineering Bureau LTD.
R&D Program of China State Construction Engineering Corporation LTD.
Publisher
MDPI AG
Subject
Process Chemistry and Technology,Chemical Engineering (miscellaneous),Bioengineering
Link
https://www.mdpi.com/2227-9717/11/7/2044/pdf
Reference42 articles.
1. A Physical and Numerical Investigation on the Stability of Shallow Tunnels in Strain Softening Media;Sterpi;Rock Mech. Rock Eng.,2004
2. Experimental Investigation of the Face Stability of Shallow Tunnels in Sand;Kirsch;Acta Geotech.,2010
3. Experimental Study on Face Instability of Shield Tunnel in Sand;Chen;Tunn. Undergr. Space Technol.,2013
4. Experimental Study of the Face Stability of Shield Tunnel in Sands under Seepage Condition;Lu;Tunn. Undergr. Space Technol.,2018
5. Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face;Chambon;J. Geotech. Eng.,1994
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. Limit equilibrium model for active failure of large-size rectangular tunnel face considering effect of height–width ratio;Tunnelling and Underground Space Technology;2024-05
2. Limit Equilibrium Models for Tunnel Face Stability in Composite Soft-Hard Strata;Applied Sciences;2023-09-27
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