共 50 条
- [32] Temperature Load Mode of Bridge in Permafrost Region of Qinghai-Tibet Railway [J]. APPLIED SCIENCES-BASEL, 2022, 12 (09):
- [34] Characteristics and causes of embankment deformation for Qinghai-Tibet Railway in permafrost regions [J]. Yantu Lixue/Rock and Soil Mechanics, 2013, 34 (09): : 2667 - 2671
- [37] Influence of the ballast layer of qinghai-tibet railway on the thermal regime of the frozen soil roadbed [J]. Zhongguo Tiedao Kexue/China Railway Science, 2009, 30 (01): : 8 - 12
- [39] Effects of reinforcement on embankment stability in permafrost regions along Qinghai-Tibet railway [J]. PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL 4, PTS A and B, 2004, 4 : 472 - 476
- [40] Instable deformation characteristics of sloping subgrade in permafrost region for Qinghai-Tibet railway [J]. Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2010, 41 (05): : 1938 - 1944