共 50 条
- [42] Model test on longitudinal mechanical properties of single and double layered linings for railway shield tunnel Zhongguo Tiedao Kexue/China Railway Science, 2013, 34 (03): : 40 - 46
- [43] Analysis of stress distribution characteristics of fully anchored bolt based on actual surrounding rock deformation Meitan Xuebao/Journal of the China Coal Society, 2019, 44 (10): : 2966 - 2973
- [47] Combined Support Mechanism of Pretensioned Rock Bolt and Anchor Cable for Super-Large-Span Tunnel Zhang, Dingli (dlzhang@bjtu.edu.cn), 1600, Chinese Academy of Railway Sciences (41): : 71 - 82
- [48] MATHEMATICAL MODELLING THE INTERACTION OF PARALLEL NON-CIRCULAR UNDERWATER TUNNEL MULTILAYER LININGS WITH THE TECHNOLOGICALLY HETEROGENEOUS ROCK MASS PROCEEDINGS OF THE TULA STATES UNIVERSITY-SCIENCES OF EARTH, 2016, 3 : 154 - 163
- [49] Rock mass mechanical parameters by back analysis of a tunnel Electron. J. Geotech. Eng., 14 (6041-6054):
- [50] A new solution for frictional slip contact between surrounding rock and lining in a hydraulic circular tunnel Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics, 2020, 52 (01): : 247 - 257