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
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