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机译:青藏铁路北麓河盆地路堤冻土动弹性模量
Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China State Key Laboratory of Soil Engineering, Chinese Academy of Science, Cansu, Lanzhou 730000, China;
Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China Information and Engineering Technical College, Sichuan Agricultural University, Sichuan, Ya'an 625014, China;
Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China;
Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China;
Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China;
Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China;
Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China;
frozen soil; dynamic elastic modulus; influential factors; dynamic tri-axia! test; qinghai-tibet railway;
机译:青藏铁路路堤下暖,富冰冻土压缩特性试验研究
机译:中国青藏铁路北麓河多年冻土路基列车诱发沉降预测模型的试验研究
机译:青藏铁路北麓河多年冻土区轨道结构的列车振动响应现场监测
机译:北芦河盆地青藏铁路普通路堤热稳定性原位试验与数值分析
机译:北盆地红河融雪水入渗到冻土中
机译:铁路路基机车车辆气动载荷的风洞分析:防风林的影响
机译:samband mellan Undergrundens Jordart och Tillstand och dess Dynamiska E-modul(medelmodul)vid Olika arstider:En preliminaer Undersoekning(不同季节土壤中土壤类型和状况与土壤动态E-模量(平均模量)的关系)年份:初步调查)