• DocumentCode
    2824986
  • Title

    Contrastive analysis and test study of compaction standards used in China and Germany

  • Author

    Nie, Zhihong ; Li, Liang

  • Author_Institution
    Sch. of Civil Eng. & Architrcture, Central South Univ., Chang-sha, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    7245
  • Lastpage
    7248
  • Abstract
    This paper introduced the quality control and quality assurance tests used during high-speed railway subgrade construction by China and Germany. Through laboratory Proctor compaction tests and in-situ tests using two kinds of filling materials, the correlations between compaction grade used in China and Proctor density used in Germany are obtained. The relations among the porosity, compaction grade and Proctor density are analyzed, and reasonable controlling indexes for porosity used in the high-speed railway for middling grained and coarse grained soil are put forward. The different stiffness coefficients for the subgrade are studied by field tests through the plate load tests, and the relation between them is obtained. Finally some suggestions on compaction quality inspection of subgrade and embankment are proposed.
  • Keywords
    compaction; construction; geotechnical engineering; inspection; plates (structures); porosity; quality assurance; quality control; railways; soil; Proctor compaction tests; coarse grained soil; compaction grade; compaction quality inspection; compaction standards; contrastive analysis; embankment; field tests; filling materials; high-speed railway subgrade construction; in-situ tests; plate load tests; porosity; quality assurance tests; quality control; stiffness coefficients; Compaction; Correlation; Filling; Indexes; Materials; Soil; Standards; Compaction Standards; Contrastive Analysis; subgrade;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
  • Conference_Location
    Hohhot
  • Print_ISBN
    978-1-4244-9436-1
  • Type

    conf

  • DOI
    10.1109/MACE.2011.5988722
  • Filename
    5988722