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  • 标题:Correlation analysis of quality testing indexes of coarse grained soil subgrade of high-speed railway
  • 本地全文:下载
  • 作者:Qiyun Wang ; Liuqiang Chen ; Huaming Lin
  • 期刊名称:IOP Conference Series: Earth and Environmental Science
  • 印刷版ISSN:1755-1307
  • 电子版ISSN:1755-1315
  • 出版年度:2019
  • 卷号:304
  • 期号:5
  • 页码:1-8
  • DOI:10.1088/1755-1315/304/5/052025
  • 出版社:IOP Publishing
  • 摘要:The compaction quality of subgrade is controlled by such indexes as high speed railway coarse soil subgrade adopts foundation coefficient K 30, second deformation modulus E v2 and dynamic deformation modulus Evd , but the three detection principles are similar. For the purpose of reducing the detection workload and improving the detection efficiency, based on a brief analysis of the test principles of the three indicators, this paper carries out the filling and testing of coarse grained soil subgrade, obtains the values of 10 groups of K 30, E v2 and Evd , and analyzes the correlation of K 30, E v2 and Evd . The results shows that both K 30 and E v2 have a good linear relationship with Evd and establish a corresponding functional relationship. The quality inspection scheme for coarse grained soil subgrade filling indirectly judged by the dynamic deformation modulus Evd and the secondary deformation modulus E v2 is proposed.
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