Influence of Soil-Arching Effect on Tunnel Face Stability
岩土工程
地质学
结构工程
拱门
作者
Keqi Liu,Daniel Dias,Wantao Ding,Rui Chen
出处
期刊:International Journal of Geomechanics [American Society of Civil Engineers] 日期:2021-07-01卷期号:21 (7): 04021107-
标识
DOI:10.1061/(asce)gm.1943-5622.0002060
摘要
Abstract Based on the slip line theory and the upper-bound limit analysis theorem, a three-dimensional (3D) slip–rupture mechanism to design the shield tunnel face stability is proposed. This model...