机译:多年冻土区青藏铁路沿线常规路堤的热力状态
State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;
State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;
State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;
State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;
State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China;
State Key Laboratory of Frozen Soil Engineering. CAEER1, CAS, Lanzhou 730000, China,No.1 Hydrogeology & Engineering Geology Exploration Team of Xinjiang Geology & Mineral Bureau, Urumqi 830091, China;
thermal regime; conventional embankment; reasonable embankment height; permafrost regions; qinghai-tibet railway;
机译:对青藏工程走廊多年冻土区路堤热力状况影响的参数敏感性分析
机译:对青藏工程走廊多年冻土区路堤热力状况影响的参数敏感性分析
机译:青藏高原多年冻土区路堤热力状况分析及保护措施评价
机译:青藏高原多年冻土地区铁路堤坝浅地温度探讨
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。