Deformation of Surface and Subsurface Ground Due to Tunnel Excavation in Sand | |
Zhang, T.; Ge, L.; Zheng, G. | |
刊名 | Journal of Tianjin University Science and Technology |
2019 | |
卷号 | Vol.52页码:113-119 |
关键词 | Deep soil Ground surface Sand Settlement Stress path Tunnel Volume change behavior |
ISSN号 | 0493-2137 |
URL标识 | 查看原文 |
内容类型 | 期刊论文 |
URI标识 | http://www.corc.org.cn/handle/1471x/2902511 |
专题 | 天津大学 |
作者单位 | 1.a School of Civil Engineering, Tianjin University, Tianjin, 300072, China 2.b Key Laboratory of Coast Civil Stucture Safety of Ministry of Education, Tianjin, 300072, China |
推荐引用方式 GB/T 7714 | Zhang, T.,Ge, L.,Zheng, G.. Deformation of Surface and Subsurface Ground Due to Tunnel Excavation in Sand[J]. Journal of Tianjin University Science and Technology,2019,Vol.52:113-119. |
APA | Zhang, T.,Ge, L.,&Zheng, G..(2019).Deformation of Surface and Subsurface Ground Due to Tunnel Excavation in Sand.Journal of Tianjin University Science and Technology,Vol.52,113-119. |
MLA | Zhang, T.,et al."Deformation of Surface and Subsurface Ground Due to Tunnel Excavation in Sand".Journal of Tianjin University Science and Technology Vol.52(2019):113-119. |
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