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机译:热力制度对青藏铁路多年冻土区干桥地震反应的影响
Chinese Acad Sci Northwest Inst Ecoenvironm &
Resources State Key Lab Frozen Soil Engn Lanzhou 730000 Gansu Peoples R China;
Chinese Acad Sci Northwest Inst Ecoenvironm &
Resources State Key Lab Frozen Soil Engn Lanzhou 730000 Gansu Peoples R China;
Lanzhou Jiaotong Univ Sch Civil Engn Lanzhou 730070 Gansu Peoples R China;
Chinese Acad Sci Northwest Inst Ecoenvironm &
Resources State Key Lab Frozen Soil Engn Lanzhou 730000 Gansu Peoples R China;
Chinese Acad Sci Northwest Inst Ecoenvironm &
Resources State Key Lab Frozen Soil Engn Lanzhou 730000 Gansu Peoples R China;
numerical analysis; dry bridge; thermal characteristics; soil-pile interaction; seismic response; permafrost region;
机译:热力制度对青藏铁路多年冻土区干桥地震反应的影响
机译:多年冻土区青藏铁路沿线常规路堤的热力状态
机译:多年冻土区青藏铁路路桥过渡段路基沉降特征
机译:多年冻土区青藏铁路主要路基热服5年后的热状态
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:计算土坝在多年冻土区(Raschet Temleraturnogo Rezhima Zemlianykh plorin v Raionakh Raslrostraneniia mnogoletnei merzloty)的温度状况。