Enhancement of Subgrade's Bearing Capacity in Low Water Permeable (Clay) Soils

Today's level of vibrodynamic loads performed by rolling stock should be compensated for new technical solutions in railway track construction, which ensure the minimum increase of permanent deformation during exploitation. The article presents the theoretically grounded solution for reduction of intensity of permanent deformation accumulation in low water permeable (clay) soils the bearing capacity of which is significantly changed during their excessive moisturising. The effective dewatering of such soils may be feasible when using “a coarse-grained drainage”. The authors demonstrate constructions of “coarse-grained drainages” and requirements for their calculations.

• Record URL:
  https://doi.org/10.1016/j.proeng.2017.05.112
• Record URL:
  http://www.sciencedirect.com/science/article/pii/S1877705817322373
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/18777058
• Supplemental Notes:
  • © 2017 Ludmila S Blazhko et al. Published by Elsevier Ltd.
• Authors:
  • Blazhko, Ludmila S
  • Shtykov, Valerii I
  • Chernyaev, Evgenii V
• Publication Date: 2017

Language

• English

Media Info

• Media Type: Digital/other
• Features: Figures; References; Tables;
• Pagination: pp 710-715
• Serial:
  • Procedia Engineering
  • Volume: 189
  • Publisher: Elsevier
  • ISSN: 1877-7058
  • Serial URL: http://www.sciencedirect.com/science/journal/18777058
• Publication flags:

  Open Access (libre)

Subject/Index Terms

• TRT Terms: Bearing capacity; Clay soils; Railroad construction; Railroad tracks; Rolling stock; Subgrade materials
• Subject Areas: Geotechnology; Railroads;

Filing Info

• Accession Number: 01638630
• Record Type: Publication
• Files: TRIS
• Created Date: May 31 2017 2:14PM