ABSTRACT: A series of uniaxial and triaxial compression tests was carried out in order to study micro- and macro-mechanical compressive behavior as well as some other mechanical properties of expanded polystyrene. Micromechanical behavior was analyzed by performing uniaxial compression tests on small cubic specimens. These tests were carried out using a load frame designed to be placed inside a scanning electron microscope. Using an automatic camera, micrographic sequences were taken during the loading process. These photographic sequences allowed the identification of the internal structure changes that occurred at different strain levels. Macro-mechanical behavior of expanded polystyrene (EPS) under compressive loading was investigated by means of triaxial tests on 10 cm-diameter specimens. Triaxial test results showed that the behavior was strongly influenced by EPS density, confining stress and displacement rate. Finally, based on the triaxial test results, a set of equations was proposed to estimate the compressive behavior of EPS and the accuracy of the equations was assessed by comparisons with experimental results.
Article navigation
October 2009
Research Article|
October 01 2009
Micro- and macro-mechanical study of compressive behavior of expanded polystyrene geofoam Available to Purchase
A. Ossa;
A. Ossa
1
Graduate Student, Instituto de Ingeniería, Universidad Nacional Autónoma de México Cp 04340 Coyoacán México D.F., México, Telephone: +52 55 56233600/Ext. 3647, 8441, Telefax: +52 55 56160784, E-mail: aossal@iingen.unam.mx, laossa@yahoo.com
Search for other works by this author on:
M.P. Romo
M.P. Romo
2
Research Professor, Instituto de Ingeniería, Universidad Nacional Autónoma de México. Cp 04340 Coyoacán México D.F., México, Telephone: +52 55 56233600/Ext. 3647, 8441, Telefax: +52 55 56160784, E-mail: mromo@pumas.iingen.unam.mx
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
July 02 2008
Revision Received:
February 16 2009
Accepted:
March 22 2009
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2009 Thomas Telford Ltd
2009
Geosynthetics International (2009) 16 (5): 327–338.
Article history
Received:
July 02 2008
Revision Received:
February 16 2009
Accepted:
March 22 2009
Citation
Ossa A, Romo M (2009), "Micro- and macro-mechanical study of compressive behavior of expanded polystyrene geofoam". Geosynthetics International, Vol. 16 No. 5 pp. 327–338, doi: https://doi.org/10.1680/gein.2009.16.5.327
Download citation file:
Suggested Reading
Reduction of lateral pressures on retaining walls using geofoam inclusion
Geosynthetics International (April,2016)
Behaviour of EPS Geofoam as Flexible Pavement Subgrade Material in Model Tests
Geosynthetics International (January,2000)
Dynamic Properties of EPS Geofoam: An Experimental Investigation
Geosynthetics International (January,1999)
Experimental Investigation of the Interaction Mechanism at the EPS Geofoam-Sand Interface by Direct Shear Testing
Geosynthetics International (January,2001)
Mechanical properties of sustainable structural aerated-polystyrene concrete
World Journal of Engineering (August,2024)
Related Chapters
A NEW CONCRETE RECYCLING TECHNIQUE FOR COARSE AGGREGATE REGENERATION PROCESS
Challenges of Concrete Construction: Volume 5, Sustainable Concrete Construction: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 9–11 September 2002
Structural Embeddedness of Accessed Networks and Innovation at Work
Networks, Work and Inequality
Too Many Cooks Spoil the Broth? Geographic Concentration, Social Norms, and Knowledge Transfer
Geography, Location, and Strategy
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
