Reliability study on shield tunnel face using a random limit analysis method in multilayered soils | |
Cheng, HZ; Chen, J; Chen, RP; Chen, GL | |
刊名 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
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2019 | |
卷号 | Vol.84页码:353-363 |
关键词 | Tunnel face stability Spatial variability Random field Limit analysis Multilayered soils |
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/4738653 |
专题 | 湖南大学 |
作者单位 | 1.Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China 2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotechn Engn, Wuhan 430071, Hubei, Peoples R China |
推荐引用方式 GB/T 7714 | Cheng, HZ,Chen, J,Chen, RP,et al. Reliability study on shield tunnel face using a random limit analysis method in multilayered soils[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2019,Vol.84:353-363. |
APA | Cheng, HZ,Chen, J,Chen, RP,&Chen, GL.(2019).Reliability study on shield tunnel face using a random limit analysis method in multilayered soils.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,Vol.84,353-363. |
MLA | Cheng, HZ,et al."Reliability study on shield tunnel face using a random limit analysis method in multilayered soils".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY Vol.84(2019):353-363. |
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