Technical Papers
Feb 2, 2016

Freeze-Thaw Performance of On-Site Manufactured Compressed Earth Blocks: Effect of Water Repellent and Other Additives

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 7

Abstract

Compressed earth blocks, a form of earthen construction, is a growing field of natural building. It is a low-cost, locally available material that provides high thermal capacity with low environmental impact. Earthen blocks have been primarily used in warmer climates; however, there is increasing interest in using the blocks in cold climates. Limited research has been done on long-term durability in cold climates. In this study, combinations of cement and lime stabilizers were tested with metakaolin and Plasticure, a water repellant, to determine freeze-thaw durability. Blocks were exposed to up to twelve 48-hour freeze-thaw cycles. Prisms were tested in compression to failure in both the wet and dry condition as a measure of deterioration. Freeze-thaw damage occurred when water was readily available via capillary action. Blocks with 7.5% cement content provided optimum strength retention; however, 10% cement provided higher strengths. The addition of lime, metakaolin, and Plasticure to a 5% cement-stabilized block increased dry strength retention by 75 to 146%, but there was no significant difference when wet. Plasticure reduced variability in strength reduction from as high as 91 to 24%, and increased strength retention by up to 75%. Reductions in both strength and water strength coefficients were observed in different combinations.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to acknowledge the in-kind support provided by Henry Wiersma and funding provided by the Natural Science and Engineering Research Council (NSERC) of Canada.

References

ASTM. (1996). “Standard test methods for freezing and thawing compacted soil-cement mixtures.” ASTM D560, West Conshohocken, PA.
ASTM. (2011). “Standard specification for hydrated lime for masonry purposes.” ASTM C207, West Conshohocken, PA.
ASTM. (2012a). “Standard specification for portland cement.” ASTM C150, West Conshohocken, PA.
ASTM. (2012b). “Standard test method for compressive strength of masonry prisms.” ASTM C1314, West Conshohocken, PA.
ASTM. (2012c). “Standard test method for sampling and testing concrete masonry units and related units.” ASTM C140, West Conshohocken, PA.
ASTM. (2014). “Standard test methods for sampling and testing brick and structural clay tile.” ASTM C67, West Conshohocken, PA.
Boubekeur, S., and Houben, H. (1998). Compressed earth blocks, standards, CDI and CRATerre-EAG, Brussels, Belgium.
BSI (British Standards Institute). (2006). “Methods of test for masonry units—Part 22: Determination of freeze/thaw resistance of clay masonry units.”, London.
Butterworth, B., and Baldwin, L. W. (1964). “Laboratory test and the durability of brick: The indirect appraisal of durability (continued).” Trans. Br. Ceram. Soc., 63(11), 647–661.
CSA (Canadian Standards Association). (2006). “Fired masonry brick made from clay or shale.”, Mississauga, ON, Canada.
Fagerlund, G. (1977a). “The critical degree of saturation method of assessing the freeze/thaw resistance of concrete.” Mater. Struct., 10(4), 217–229.
Fagerlund, G. (1977b). “The international cooperative test of the critical degree of saturation method of assessing the freeze/thaw resistance of concrete.” Mater. Struct., 10(4), 231–253.
Guettala, A., Abibisi, A., and Houari, H. (2006). “Durability study of stabilized earth concrete under both laboratory and climatic conditions exposure.” Constr. Build. Mater., 20(3), 119–127.
Guillaud, H., Joffery, T., and Odul, P. (1985). Compressed earth blocks: Manual of design and construction, Vol. 2, Deutsches Zentrum für Entwicklungstechnologien, Germany.
Houben, H., and Guillaud, H. (1994). Earth construction: A comprehensive guide, IT Publications, London.
Houben, H., Verney, P. E., Maini, S., and Webb, D. J. T. (1989). “Compressed earth bricks. Selection of production equipment.” CDI, Brussels, Belgium.
ICC (International Code Council). (2006). International building code, Washington, DC.
Morton, T. (2008). Earth masonry: Design and construction guidelines, IHS BRE Press, Berkshire, U.K.
NMCPR (New Mexico Commission of Public Records). (2009). “2009 New Mexico earthen building materials code.” 〈http://www.nmcpr.state.nm.us/nmac/parts/title14/14.007.0004.htm〉 (Aug. 31, 2014).
Obonyo, E., Exelbirth, J., and Baskaran, M. (2010). “Durability of compressed earth bricks: Assessing erosion resistance using the modified spray testing.” Sustainability, 2(12), 3639–3649.
Oti, J. E., Kinuthia, J. M., and Bai, J. (2009). “Engineering properties of unfired clay masonry bricks.” Eng. Geol., 107(3), 130–139.
Shihata, S. A., and Baghdadi, Z. A. (2001a). “Long-term strength and durability of soil cement.” J. Mater. Civ. Eng., 161–165.
Shihata, S. A., and Baghdadi, Z. A. (2001b). “Simplified method to assess freeze-thaw durability of soil cement.” J. Mater. Civ. Eng., 243–247.
Straube, J., Schumacher, C., and Mensinga, P. (2010). “Assessing the freeze-thaw resistance of clay brick for interior insulation retrofit projects.” Proc., Buildings XI Conf., ASHRAE (American Society of Heating, Refrigerating and Air-Conditioning Engineers), Clearwater, FL.
Tattersall, G. (2013). “Structural testing of compressed earth blocks and straw bale panels.” M.A.Sc. thesis, Queen’s Univ., Kingston, ON.
Venkatarama Reddy, B. V. (2012). “Stabilised soil blocks for structural masonry in earth construction.” Chapter 13, Modern earth buildings: Materials, engineering, constructions and applications, Woodhead, Oxford, U.K., 324–363.
Walker, P., and SAI (Standards Australia International). (2002). The Australian earth building handbook, Standards Australia International, Sydney, Australia.
Walker, P. J. (2004). “Strength and erosion characteristics of earth blocks and earth block masonry.” J. Mater. Civ. Eng., 497–506.
Walker, P. J., and Stace, T. (1997). “Properties of some cement stabilized compressed earth blocks and mortars.” Mater. Struct., 30(9), 545–551.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 7July 2016

History

Received: Mar 20, 2015
Accepted: Oct 20, 2015
Published online: Feb 2, 2016
Published in print: Jul 1, 2016
Discussion open until: Jul 2, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Kenneth Mak
Ph.D. Candidate, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.
Colin MacDougall, Ph.D.
Associate Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author).
Amir Fam, Ph.D., M.ASCE
Professor, Donald and Sarah Munro Chair in Engineering and Applied Science, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share