机译:对策与热旋转脊柱反对多年高级地区高档高速公路的热不稳定相结合
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China University of Chinese Academy of Sciences Beijing 100049 China;
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China;
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China;
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China;
Shaanxi Key Laboratory of Safety and Durability of Concrete Structures Xijing University Xi'an 710123 China;
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China;
State Key Laboratory of Frozen Soil Engineering Northwest Institute of Eco-Environment and Resources Chinese Academy of Sciences Lanzhou 730000 China University of Chinese Academy of Sciences Beijing 100049 China;
Embankment model; Two-phase closed thermosyphon; Thermal stability; High-grade highway; Permafrost regions;
机译:永久冻土区L型热虹吸管和绝热层对高等级公路施工的综合冷却作用的室内试验
机译:永久冻土区L型热虹吸管和绝热层对高等级公路施工的综合冷却作用的室内试验
机译:多年冻土区青藏公路两相封闭热虹吸路堤热预算估算
机译:多年冻土区漠河—北ij村公路路堤设计对策
机译:环境因素在永久冻土热制度中区域和地方规模变异的作用
机译:多年冻土区沥青路面和水泥路面路堤下的热稳定性分析
机译:基于多维和多维云模型定性推理的多维地区高速公路窘迫新的预测方法
机译:堪萨斯州交通公路结构的河流不稳定性对策