Failure Mechanism of Primary Support for a Shallow and Asymmetrically Loaded Tunnel Portal and Treatment Measures

Author:

Yang Chao1,Hu Zhangxin2,Huang Da3ORCID,Guo Fei4ORCID

Affiliation:

1. Associate Professor, Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges Univ., Yichang 443002, China.

2. M.S. Student, Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges Univ., Yichang 443002, China.

3. Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China (corresponding author). ORCID: .

4. Lecturer, Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges Univ., Yichang 443002, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Block-in-Matrix Structure and Creeping Slope: Tunneling in Hard Soil and/or Weak Rock

2. Construction mechanical effects on the surrounding rock pressure of a shallow buried tunnel with double bias and small clear space;Feng H. W.;Electron. J. Geotech. Eng.,2016

3. Stress mechanism and deformation monitoring of bias tunnel;Gao F.;Int. J. Simul. Syst. Sci. Technol.,2016

4. The treatment and preventive measures for the initial support of the tunnel;Han X. W.;Shanxi Archit.,2018

5. Model test to investigate failure mechanism and loading characteristics of shallow-bias tunnels with small clear distance

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