Extremely large deformation of tunnel induced by rock mass fracture using GPGPU parallel FDEM

Author:

Ma Hao12,Wang Weiqin34ORCID,Liu Quansheng2,Tian Yongchao5,Jiang Yalong6,Liu He7,Huang Dan1

Affiliation:

1. BGRIMM Technology Group National Center for International Joint Research on Green Metal Mining Beijing 102628 China

2. Key Laboratory of Safety for Geotechnical and Structure Engineering of Hubei Province School of Civil Engineering State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan Hubei 430072 China

3. School of Resources Engineering Shanxi Key Laboratory of Geotechnical and Underground Space Engineering Xi'an University of Architecture and Technology Xian 710055 China

4. Shaanxi Key Laboratory of Safety and Durability of Concrete Structures Xijing University Xi′an 710123 China

5. College of Civil Engineering Henan Polytechnic University Jiaozuo Henan 454000 China

6. Institute of Geotechnical Engineering School of Civil Engineering and Architecture East China Jiaotong University Nanchang Jiangxi 330013 China

7. State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil Mechanics Chinese Academy of Sciences Wuhan Hubei 430071 China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangxi Province

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference61 articles.

1. EhrbarH.Gotthard Base Tunnel Switzerland experiences with different tunneling methods. In:Proceedings of the 2nd Brazilian Congress of Tunnels and Underground Structures‐International Seminar ‘South American Tunneling.Sao Paulo;2008.

2. RettighieriM TriclotJ MathieuE BarlaG PanetM.Difficulties associated with high convergences during excavation of the Saint Martin La Porte access adit. In:Building underground for the future: Proceedings of the International Congress of Monaco.Limonest;2008.

3. Overcoming Squeezing in the Yacambú-Quibor Tunnel, Venezuela

4. Tunnelling in difficult ground ? Swelling behaviour and identification of swelling rocks

5. Two case histories of tunnels through squeezing rocks

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