A Simple Method for Analysis of Point Anchored Rockbolts in Circular Tunnels in Elastic Ground
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s00603-005-0066-3.pdf
Reference49 articles.
1. Shear‐Lag Analysis of Planar Soil Reinforcement in Plane‐Strain Compression
2. Analysis of Pullout Tests for Planar Reinforcements in Soil
3. Experimental Evaluation of Pullout Analyses for Planar Reinforcements
4. Ground response curves for rock masses exhibiting strain-softening behaviour
5. Aristorenas, G. (1992): Time dependent behavior of tunnels excavated in shale. Ph.D. Thesis, Massachusetts Institute of Technology, Cambridge, UA.
Cited by 29 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. Analytical solutions for bolted tunnel structures with voids behind the lining;Journal of Taibah University for Science;2023-08-25
2. Coupled analytical solutions for circular tunnels considering rock creep effects and time-dependent anchoring forces in prestressed bolts;Tunnelling and Underground Space Technology;2023-04
3. Mechanical Analysis of Point Anchored Rock Bolt and Double Linings Support in Circular Hydraulic Tunnel;Mechanics of Solids;2023-02
4. Viscoelastic Solution for Axial Forces of Point-Anchored Rock Bolts in a Circular Tunnel;International Journal of Applied Mechanics;2023-01-25
5. An analytical solution for the time-dependent anchoring force in prestressed cables due to rock creep;Mechanics of Time-Dependent Materials;2022-11-16
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