Stability Analysis of the Rectangular Shield Tunnel Faces in Undrained ClaySource: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007::page 04026119-1Author:Wang, Wenpo
,
Liu, Hongfeng
,
Feng, Qianshuo
,
Feng, Guishuai
,
Chuai, Minzhao
,
Yang, Bicheng
DOI: 10.1061/IJGNAI.GMENG-12801Publisher: American Society of Civil Engineers
Abstract: Abstract In this study, a novel analytical model was developed to assess the stability of rectangular
shield tunnel faces in undrained clay. The model introduced an improved three-dimensional
failure mechanism, which was formulated by comparing numerical ...
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| contributor author | Wang, Wenpo | |
| contributor author | Liu, Hongfeng | |
| contributor author | Feng, Qianshuo | |
| contributor author | Feng, Guishuai | |
| contributor author | Chuai, Minzhao | |
| contributor author | Yang, Bicheng | |
| date accessioned | 2026-08-20T21:09:22Z | |
| date available | 2026-08-20T21:09:22Z | |
| date copyright | 2026/04/28 | |
| date issued | 2026 | |
| identifier other | IJGNAI.GMENG-12801.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314039 | |
| description abstract | Abstract In this study, a novel analytical model was developed to assess the stability of rectangular shield tunnel faces in undrained clay. The model introduced an improved three-dimensional failure mechanism, which was formulated by comparing numerical ... | |
| publisher | American Society of Civil Engineers | |
| title | Stability Analysis of the Rectangular Shield Tunnel Faces in Undrained Clay | |
| type | Journal Article | |
| journal volume | 26 | |
| journal issue | 7 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/IJGNAI.GMENG-12801 | |
| journal fristpage | 04026119-1 | |
| journal lastpage | 04026119-15 | |
| page | 15 | |
| tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007 | |
| contenttype | Fulltext |