TECHNICAL PAPERS
Dec 20, 2010

Effect of Resin on the Strength of Soil-Cement Mixture

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 7

Abstract

A mixture of soil-cement and acrylic resin is used to improve the engineering properties of the soil for construction. This paper presents the results of an investigation into the mechanical behavior of soil-cement mixtures with different percentages of acrylic resin. A series of experiments was conducted on mixtures of soil-cement and soil-cement-resin with different percentages of two different resins. The results show that by increasing the cement content in the soil-cement mixture, the maximum dry density increases, and the optimum water content decreases in compaction tests. Compressive strength tests on soil-cement show that the increase in strength depends on the cement content and the curing time. The results also indicate that the strength of soil-cement is increased considerably by adding acrylic resin as an additive material. For a given cement content, the increase in shear strength is a function of curing time and the percentage of resin.

Get full access to this article

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

References

Afridi, U. M. K., Chaudhary, Z. U., Ohama, Y., Dermura, K., and Iqbal, M. Z. (1994). “Elastic properties of powders and aqueous polymer modified mortars.” Cem. Concr. Res., 24(7), 1199–1213.
Ajayi-Majebi, A., Grissom, W. A., Smith, L. S., and Jones, E. E. (1991). “Epoxy resin-based chemical stabilization of a fine, poorly graded soil system.” Transportation Research Record 1295, Transportation Research Board, Washington, DC, 95–108.
Al-Rawas, A. A., Hago, A., and Al-Sarmi, H. (2005). “Effect of lime, cement and sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman.” Build. Environ., 40(5), 681–687.
American Concrete Institute (ACI) Committee 230. (1990). “State-of-the-art report on soil-cement.” ACI Mater. J., 87(4), 395–417.
Anagnostopoulos, C. A. (2007). “Cement-clay grouts modified with acrylic resin or methyl methacrylate ester: Physical and mechanical properties.” Constr. Build. Mater., 21(2), 252–257.
Anagnostopoulos, C., and Hadjispyrou, S. (2004). “Laboratory study of an epoxy resin grouted sand.” Ground Improv., 8(1), 39–45.
Anagnostopoulos, C. A., Stavridakis, I., and Grammatikopoulos, N. (2003). “Engineering behaviour of cement acrylic resin treated soft clay.” Proc. Int. Conf. on Problematic Soils, Trent University, Nottingham, UK, 1, 183–188.
ASTM. (1983). “Standard test methods for compression strength of moulded soil-cement cylinders.” D1633, West Conshohocken, PA.
Bahar, R., Benazzoug, M., and Kenai, S. (2004). “Performance of compacted cement stabilized soil.” Cem. Concr. Compos., 24(7), 811–820.
Bell, F. G., and Tyrer, M. J. (1989). “The enhancement of the properties of clay soils by the addition of cement or lime.” Proc. 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, Netherlands, 2, 1339–1341.
Bolander, P. (1999). “Laboratory testing of non-traditional additives for stabilization of roads and trail surfaces.” Transportation Research Record 1652, Transportation Research Board, Washington, DC, 24–31.
British Standards Institution. (1924). Stabilized materials for civil engineering purposes, Milton Keynes, UK.
Broms, B. B., and Boman, P. (1978). “Stabilization of soil with lime columns.” Design Handbook, 2nd Ed., Dept. of Soil and Rock Mechanics, Royal Institute of Technology, Stockholm, Sweden.
Crockford, W. W., Grogan, W. P., and Chill, D. S. (1993). “Strength and life of stabilized pavement layers containing fibrillated polypropylene.” Transportation Research Record 1418, Transportation Research Board, Washington, DC, 60–66.
Croft, J. B. (1967). “The influence of soil mineralogical composition on cement stabilization.” Geotechnique, 17(2), 119–135.
Estabragh, A. R., and Javadi, A. A. (2008). “Critical state for overconsolidated unsaturated silty soil.” Can. Geotech. J., 45(3), 408–420.
Gao, J. M., Qian, C. X., Wang, B., and Morino, K. (2002). “Experimental study on properties of polymer-modified cement mortars with silica fume.” Cem. Concr. Res., 32(1), 41–45.
Gaspard, K., Mohammad, L., and Wu, Z. (2003). “Laboratory mechanistic evaluation of soil-cement mixtures with fibrillated polypropylene fibers.” 82nd Annual Meeting, Transport Research Board, Washington, DC.
Hollaway, L. (1994). “Polymers and polymer composities.” Construction materials: Their nature and behaviour, J. M. IIIston, ed., Chapman and Hall, London, 322–331.
Kaniraj, S. R., and Havangi, V. G. (2001). “Behaviour of cement stabilized fiber-reinforced fly ash-soil mixtures.” J. Geotech. Geoenviron. Eng., 127(7), 574–584.
Katz, L. E., Rauch, A. F., Liljestrand, H. M., Shaw, K. S., and Vieira, A. R. (2001). “Mechanisms of soil stabilization with liquid ionic stabilizer.” Transportation Research Record 1757, Transportation Research Board, Washington, DC, 50–57.
Khair, A., Nalluri, C., and Kilkenny, W. M. (1991). “Soil-cement tiles for lining irrigation canals.” Irrig. Drain. Syst., 5(2), 151–163.
Khattak, M. J., and Alrashidi, M. (2006). “Durability and mechanistic characteristics of fiber reinforced soil-cement mixtures.” Int. J. Pavement Eng., 7(1), 53–62.
Miller, G., and Azad, S. (2000). “Influence of soiltype on stabilization with cement kiln dust.” Constr. Build. Mater., 14(2), 89–97.
Rajasekaran, G., and Narashima, Rao (1997). “Lime stabilization technique for the improvement of marine clay.” Soils Found., 37(2), 97–104.
Rauch, A. F., Harmon, J. S., Katz, L. E., and Liljestrand, H. M. (2002). “Liqiud soil stabilizers: Measured effects on engineering properties of clay.” Transportation Research Record 1757, Transportation Research Board, Washington, DC, 33–41.
Sezer, A., Inan, G., Yilmaz, H. R., and Ramyar, K. (2006). “Utilization of a very high lime fly ash for improvement of Izmin clay.” Build. Environ., 41(2), 150–155.
Shen, C.-K., and Mitchell, J. K. (1966). “Behaviour of soil-cement in repeated compression and flexure.” Highway Res. Rec., 128, 68–100.
Sherwood, P. T. (1993). Soil stabilization with cement and lime: State-of-art review, Transport Research Laboratory, Her Majesty’s Stationery Office, London.
Tang, C., Shi, B., Gao, W., Chen, F., and Cai, Y. (2007). “Strength and mechanical behaviour of short polypropylene fiber reinforced and cement stabilized clay soil.” Geotext. Geomembr., 25(3), 194–202.
Terashi, M., and Tanaka, H. (1980). “Ground improvement by deep mixing method.” Proc. 10th Int. Conf. on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, Netherlands, 777–780.
Tingle, J. S., and Santoni, R. L. (2003). “Stabilization of clay soils with nontraditional additives.” Transportation Research Record 1819, Transportation Research Board, Washington, DC, 2, 72–84.
Warson, H., and Finch, C. A. (2001). Application of synthetic resin lattices: Fundamental chemistry and lattices application in adhesives, Wiley, Chichester, UK.
Wheeler, S. J., and Sivakumar, V. (1995). “An elasto plastic critical state framework for unsaturated soil.” Geotechnique, 45(1), 35–53.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 7July 2011
Pages: 969 - 976

History

Received: Nov 6, 2009
Accepted: Dec 17, 2010
Published online: Dec 20, 2010
Published in print: Jul 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

A. R. Estabragh [email protected]
Assistant Professor. Faculty of Soil and Water Engineering, Univ. of Tehran, P.O. Box 4411 Karaj 31587-77871 Iran (corresponding author). E-mail: [email protected]
I. Beytolahpour [email protected]
Postgraduate Student, Faculty of Soil and Water Engineering, Univ. of Tehran, P.O. Box 4411 Karaj 31587-77871 Iran. E-mail: [email protected]
A. A. Javadi [email protected]
Senior Lecturer. Computational Geomechanics Group, School of Engineering, Computer Science and Mathematics, Univ. of Exeter, Devon, EX4 4QF UK. E-mail: [email protected]

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