Reliability study on shield tunnel face using a random limit analysis method in multilayered soils | |
Hong-Zhan Cheng; Jian Chen; Ren-Peng Chen; Guo-Liang Chen | |
刊名 | Tunnelling and Underground Space Technology |
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/4609266 |
专题 | 湖南大学 |
作者单位 | b State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, Hubei, China a College of Civil Engineering, Hunan University, Changsha 410082, Hunan, China |
推荐引用方式 GB/T 7714 | Hong-Zhan Cheng,Jian Chen,Ren-Peng Chen,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 | Hong-Zhan Cheng,Jian Chen,Ren-Peng Chen,&Guo-Liang Chen.(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 | Hong-Zhan Cheng,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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