共 39 条
- [11] Prediction of Soil Settlement caused by Double-Line Parallel Shield Tunnel Construction DISASTER ADVANCES, 2013, 6 (06): : 23 - 27
- [12] Influence Analysis on a Subway Shield Tunnel Crossing below a High Speed Railway INFORMATION TECHNOLOGY IN GEO-ENGINEERING, 2010, : 519 - 527
- [13] Analysis on Surrounding Rock Deformation of Shallowly-buried Portal Part of Double-line Tunnel ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4): : 1418 - 1421
- [16] Prediction of soil settlement induced by double-line shield tunnel based on Peck formula Yantu Lixue/Rock and Soil Mechanics, 2014, 35 (08): : 2212 - 2218
- [19] Analysis on the influence of double-line large diameter shield tunnel orthogonally underpassing tunneling on railway track group 4TH INTERNATIONAL CONFERENCE ON APPLIED MATERIALS AND MANUFACTURING TECHNOLOGY, 2018, 423
- [20] Deformation Analysis and Risk Control of Pile Foundation of Subway Shield Tunnel Crossing Roads and Bridges 2022 8TH INTERNATIONAL CONFERENCE ON HYDRAULIC AND CIVIL ENGINEERING: DEEP SPACE INTELLIGENT DEVELOPMENT AND UTILIZATION FORUM, ICHCE, 2022, : 83 - 87