Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground | |
Xing-Tao Lin; Ren-Peng Chen; Huai-Na Wu; Hong-Zhan Cheng | |
刊名 | Tunnelling and Underground Space Technology |
2019 | |
卷号 | Vol.93页码:103104 |
关键词 | Earth pressure balance shield (EPBS) Numerical modeling Stress redistribution Soil arching effect |
ISSN号 | 0886-7798 |
URL标识 | 查看原文 |
公开日期 | [db:dc_date_available] |
内容类型 | 期刊论文 |
URI标识 | http://www.corc.org.cn/handle/1471x/4614023 |
专题 | 湖南大学 |
作者单位 | National Center for International Research Collaboration in Building Safety and Environment , Hunan University, Changsha 410082, China College of Civil Engineering, Hunan University, Changsha 410082, China Key Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan University, Changsha 410082, China |
推荐引用方式 GB/T 7714 | Xing-Tao Lin,Ren-Peng Chen,Huai-Na Wu,et al. Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground[J]. Tunnelling and Underground Space Technology,2019,Vol.93:103104. |
APA | Xing-Tao Lin,Ren-Peng Chen,Huai-Na Wu,&Hong-Zhan Cheng.(2019).Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground.Tunnelling and Underground Space Technology,Vol.93,103104. |
MLA | Xing-Tao Lin,et al."Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground".Tunnelling and Underground Space Technology Vol.93(2019):103104. |
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