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- [1] Intelligent Early Warning System of Operation Risk of Bridge-Tunnel Transition Section 2017 4TH INTERNATIONAL CONFERENCE ON TRANSPORTATION INFORMATION AND SAFETY (ICTIS), 2017, : 589 - 594
- [3] Reasonable transition form of bridge-tunnel connecting section in mountainous expressway affected by crosswind CURRENT SCIENCE, 2017, 113 (08): : 1609 - 1613
- [4] Analysis of Temperature Effect of Ballastless Track in Bridge-tunnel Transition Section Based on Thermo-mechanical Coupling Tiedao Xuebao/Journal of the China Railway Society, 2023, 45 (04): : 84 - 91
- [5] Analysis of spatial temperature field of slab track in bridge-tunnel transition section based on thermal-fluid-structural coupling Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition), 2024, 52 (02): : 127 - 133
- [6] Experimental Investigation into Longitudinal Temperature Field of CRTS I Ballastless Track in Bridge-Tunnel Transition Section Su, Hai-Ting (suhaiting1988@gmail.com), 1600, South China University of Technology (45): : 59 - 65
- [7] Dynamic Response Characteristics of Bridge-Tunnel Transition Section with Deep Buried Pile-Plank Structures Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2021, 56 (06): : 1222 - 1231
- [10] Study on Dynamic Characteristics of Deep-buried Pile-slab Subgrade in Bridge-tunnel Transition Section Tiedao Xuebao/Journal of the China Railway Society, 2021, 43 (01): : 141 - 148