Experimental investigation of the dynamic behavior of frozen clay from the Beiluhe subgrade along the QTR

著录项

• 来源
  《Cold regions science and technology》 |2011年第1期|p.91-97|共7页
• 作者

  Zhan-yuan Zhu; Xian-zhang Ling; Zi-yu Wang; Qing-rui Lu; Shi-jun Chen; Zu-yin Zou; Zi-hong Guo;

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• 作者单位

  Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China,Urban and Rural Construction College, Sichuan Agricultural University, Sichuan, Dujiangyan 6! 1830, China,State Key Laboratory of Frozen Soils Engineering, Chinese Academy of Science, Cansu, Lanzhou 730000, China;

  Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China,State Key Laboratory of Frozen Soils Engineering, Chinese Academy of Science, Cansu, Lanzhou 730000, China;

  Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China;

  Structural and Geotechnical Engineering, Polytechnic University of Turin, Turin, Turin 10129, Italy;

  Centre of Subgrade and Prevention Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China;

  Urban and Rural Construction College, Sichuan Agricultural University, Sichuan, Dujiangyan 6! 1830, China;

  Urban and Rural Construction College, Sichuan Agricultural University, Sichuan, Dujiangyan 6! 1830, China;

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• 收录信息
• 原文格式 PDF
• 正文语种 eng
• 中图分类
• 关键词

  frozen clay; dynamic shear modulus; damping ratio; dynamic behavior; cryo-dynamic triaxial experiment; qinghai-tibet railway;

  机译：冷冻粘土动态剪切模量阻尼比;动态行为低温动力三轴实验;青藏铁路;