机译:青藏铁路多年冻土区路堤下活动层动力响应特征
Key State laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Institute, CAS, Lanzhou 730000, China;
Key State laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Institute, CAS, Lanzhou 730000, China;
Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China,Key laboratory of Loess Earthquake Engineering, China Earthquake Administration, Lanzhou 730000, China,Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province, Lanzhou 730000, China;
Key State laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Institute, CAS, Lanzhou 730000, China;
Train load; Traditional sand gravel embankment; Dynamic response; Active layer; Permafrost regions;
机译:多年冻土区融化夹层的特征及其对路堤下沉的影响-以青藏公路为例
机译:多年冻土区融化夹层的特征及其对路堤下沉的影响-以青藏公路为例
机译:多年冻土区青藏铁路沿线解冻夹层特征及其对路堤沉降的影响
机译:沿青藏铁路堤防下面有源层厚度的变化
机译:基于非线性自由力场外推法和磁流体动力学模拟的扩口活动区磁场特征研究
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