Shrink-swell and cracking of sand-bentonite mixes with EPS inclusion (Contraer-hinchese y el agrietarse de las mezclas de la arena-bentonita con la inclusion de EPS)
Illuri, Hema K. & Nataatmadja, Andreas (2007) Shrink-swell and cracking of sand-bentonite mixes with EPS inclusion (Contraer-hinchese y el agrietarse de las mezclas de la arena-bentonita con la inclusion de EPS). In Romeo, Isaura & Englert, Carlos (Eds.) XIII Panamerican Conference on Soil Mechanics and Geotechnical Engineering, 16-20 July 2007, Caracas, Venezuela.
This paper describes how three reconstituted soils with PI ranging from 22% to 53% were prepared in the laboratory by mixing fine sand and sodium rich bentonite. Recycled EPS beads were subsequently mixed with the Soil-Bentonite (SB) mixes to form Soil With EPS (SWEPS) composites. A series of free swell, shrinkage and cracking tests were performed on these new lightweight geomaterials. Results so far show that the inclusion of EPS beads significantly reduces the severity of volumetric change and cracking of the soils. The proposed technique is thus showing a great promise in sustainable construction through the possible utilization of unwanted materials in earth structures.
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|Item Type:||Conference Paper|
|Keywords:||EPS, expansive soil, swelling, shrinkage, desiccation, cracking, soil replacement, soil stabilization|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > RESOURCES ENGINEERING AND EXTRACTIVE METALLURGY (091400) > Geomechanics and Resources Geotechnical Engineering (091402)|
|Divisions:||Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering|
|Copyright Owner:||Copyright 2007 (please consult author)|
|Deposited On:||11 Feb 2008|
|Last Modified:||29 Feb 2012 23:37|
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