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Swelling behaviour of expansive soils with recycled geofoam granules column inclusion

  • Published:2019-02 Issue:1 Volume:47 Page:1-11
  • ISSN:0266-1144
  • Container-title:Geotextiles and Geomembranes
  • language:en
  • Short-container-title:Geotextiles and Geomembranes

Author:

Selvakumar S.,Soundara B.

Funder

Science and Engineering Research Board-Department of Science and Technology

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference63 articles.

1. New replacement formations on expansive soils using recycled EPS beads;Abdelrahman,2013

2. Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate;ASTM C128,2001

3. Standard Test Method for One-dimensional Consolidation Properties of Soils;ASTM D2435,1996

4. Standard Test Methods for One-dimensional Swell or Collapse of Soils;ASTM D4546,2014

5. Numerical modeling of EPS geofoam used with swelling soil;Aytekin;Geotext. Geomembranes,1997
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