[1]State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China;
[2]School of Civil and Transportation Engineering, Beij'ing University of Architecture and Civil Engineering, Beijing 100044, China;
蠕变模型; 评价; 冻土; 应力水平; 单轴蠕变试验; 蠕变应变; 蠕变行为; 预测精度;