• DocumentCode
    2801350
  • Title

    Properties of the fully weathered gravelly sandstone as filling material

  • Author

    Li Kun

  • Author_Institution
    First survey & design Inst., Xi-An, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    2396
  • Lastpage
    2398
  • Abstract
    The fully weathered gravelly sandstone is examined for its suitability as a filling material for high-speed railway subgrade. and embankment by the consideration of long-term stable against water and mechanic and dynamic action. Mineralogically, the soil contains virtually nothing undesirable while its basic geotechnical properties are those generally ascribed to non-problematic soils. The soil has a very low compressibility when the compaction coefficient is 0.95. Grain size distributions of this soil has no significant change after 5-time proctor compactions on the same sample. The stiffness change of the compaction soil has been tested in site and there is a slight reduction of stiffness value. Results obtained in this study show that the fully weathered gravelly sandstone soil is suitable for use as fill materials in embankment and subgrade construction.
  • Keywords
    compaction; compressibility; elasticity; geotechnical engineering; grain size; railway engineering; soil; structural engineering; 5-time proctor compaction; compaction coefficient; compressibility; filling material; fully weathered gravelly sandstone; geotechnical properties; grain size distributions; high speed railway subgrade; non problematic soils; stiffness value; subgrade construction; weathered gravelly sandstone soil; Compaction; Filling; Grain size; Indexes; Soil; Thermal stability; engineering properties; fully weathered gravelly sandstone; subgrade-filled material;
  • 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.2011.5987464
  • Filename
    5987464