Laboratory Observation of Spalling Process Induced by Tangential Stress Concentration in Hard Rock Tunnel | |
Pan, Peng-Zhi2,3; Miao, Shuting1,3; Wu, Zhenhua1,3; Feng, Xia-Ting2; Shao, Changyue1,3 | |
刊名 | INTERNATIONAL JOURNAL OF GEOMECHANICS |
2020-03-01 | |
卷号 | 20期号:3页码:15 |
关键词 | Rock spalling Fracture Digital image correlation Acoustic emission Deeply buried tunnel |
ISSN号 | 1532-3641 |
DOI | 10.1061/(ASCE)GM.1943-5622.0001620 |
英文摘要 | A series of laboratory experiments were carried out to study the tangential stress concentration-induced spalling failure process of rock in an arch-shaped tunnel model under plane-strain loading condition by considering different geological conditions, i.e., a tunnel with and without a fracture nearby. Different fracture properties, i.e., open fracture and fracture with different infilling materials around the tunnel, were designed to study their influence on the spalling behavior. Digital image correlation (DIC) and acoustic emission (AE) were combined to track the spalling initiation and formation, which is characterized by the deformation field and energy release rate evolution. Spalling at two sidewalls of the tunnel without a fracture under concentrated tangential stress, and formation of various thin slabs and detachment from the free boundary due to the initiation and propagation of dilatant cracks were well reflected. Asymmetrical spalling failure was observed due to the existence of the fracture around the tunnel. It was found that the open fracture makes the spalling more concentrated and leads to larger failure extent and more intensity than the tunnel with a filled fracture. |
资助项目 | State Key Research Development Program of China[2017YFC0804203] ; National Natural Science Foundation of China[51621006] ; Key Research Program of Frontier Sciences, Chinese Academy of Sciences[QYZDB-SSW-DQC029] |
WOS研究方向 | Engineering |
语种 | 英语 |
出版者 | ASCE-AMER SOC CIVIL ENGINEERS |
WOS记录号 | WOS:000507919900012 |
内容类型 | 期刊论文 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/23380] |
专题 | 中科院武汉岩土力学所 |
通讯作者 | Pan, Peng-Zhi |
作者单位 | 1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China 2.Northeastern Univ, Minist Educ Safe Min Deep Met Mines, Key Lab, Shenyang 110819, Liaoning, Peoples R China 3.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China |
推荐引用方式 GB/T 7714 | Pan, Peng-Zhi,Miao, Shuting,Wu, Zhenhua,et al. Laboratory Observation of Spalling Process Induced by Tangential Stress Concentration in Hard Rock Tunnel[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2020,20(3):15. |
APA | Pan, Peng-Zhi,Miao, Shuting,Wu, Zhenhua,Feng, Xia-Ting,&Shao, Changyue.(2020).Laboratory Observation of Spalling Process Induced by Tangential Stress Concentration in Hard Rock Tunnel.INTERNATIONAL JOURNAL OF GEOMECHANICS,20(3),15. |
MLA | Pan, Peng-Zhi,et al."Laboratory Observation of Spalling Process Induced by Tangential Stress Concentration in Hard Rock Tunnel".INTERNATIONAL JOURNAL OF GEOMECHANICS 20.3(2020):15. |
个性服务 |
查看访问统计 |
相关权益政策 |
暂无数据 |
收藏/分享 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论