Technical Papers
Jan 20, 2016

Experimental Study of Effect of Fly Ash on Self-Compacting Rammed Earth Construction Stabilized with Cement-Based Composites

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

Abstract

As an environmentally friendly construction technique, modern rammed earth generally stabilized with portland cement has attracted growing interest recently. In this study, cement-based composites (CSCN) consisting of cement, sodium silicate, and composite promoter were used for substituting portland cement, and the effect of fly ash was investigated by unconfined compressive strength (UCS) test, thermogravimetric analysis (TG), X-ray diffraction (XRD), and scanning electron microscope (SEM). Based on the theory of pozzolanic and dispersing (P&D) effects, the contribution of fly ash was regarded as an addition of CSCN, and the quantitative analysis of P&D effects defined as P&D factors was evaluated by the clay-water/CSCN ratio hypothesis. It was found that the P&D factors for both compressive strength and secant modulus varied with CSCN content and curing age. The models of different curing ages for predicting the strength and modulus of specimens stabilized with CSCN and fly ash were developed from the combination of P&D factors and clay-water/CSCN ratio. The precisions of P&D factors and prediction models were verified by comparing predicted results and experimental results, and the deviation was mostly within 10%. The mineralogical and microstructural analyses confirmed that the combination of pozzolanic and dispersing effect hypothesis could be appropriate to study the fly ash effects.

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Acknowledgments

This research work was financially supported by the National Natural Science Foundation of China, Grant No. 51378309 and 51379122.

References

Athanasopoulou, A. (2014). “Addition of lime and fly ash to improve highway subgrade soils.” J. Mater. Civ. Eng., 773–775.
Bell, F. G. (1996). “Lime stabilization of clay minerals and soils.” Eng. Geol., 42(4), 223–237.
Cristelo, N., Glendinning, S., Miranda, T., Oliveira, D., and Silva, R. (2012). “Soil stabilisation using alkaline activation of fly ash for self compacting rammed earth construction.” Constr. Build. Mater., 36, 727–735.
Croft, J. (1968). “The problem in predicting the suitability of soils for cementitious stabilization.” Eng. Geol., 2(6), 397–424.
Hall, M., and Djerbib, Y. (2004). “Rammed earth sample production: Context, recommendations and consistency.” Constr. Build. Mater., 18(4), 281–286.
Horpibulsuk, S., Miura, N., and Nagaraj, T. S. (2005). “Clay-water/cement ratio identity for cement admixed soft clays.” J. Geotech. Geoenviron. Eng., 187–192.
Horpibulsuk, S., Phojan, W., Suddeepong, A., Chinkulkijniwat, A., and Liu, M. D. (2012). “Strength development in blended cement admixed saline clay.” App. Clay. Sci., 55, 44–52.
Horpibulsuk, S., Rachan, R., and Raksachon, Y. (2009). “Role of fly ash on strength and microstructure development in blended cement stabilized silty clay.” Soils Found., 49(1), 85–98.
Horpibulsuk, S., Rachan, R., and Suddeepong, A. (2011). “Assessment of strength development in blended cement admixed Bangkok clay.” Constr. Build. Mater., 25(4), 1521–1531.
Jongpradist, P., Jumlongrach, N., Youwai, S., and Chucheepsakul, S. (2010). “Influence of fly ash on unconfined compressive strength of cement-admixed clay at high water content.” J. Mater. Civ. Eng.,., 49–58.
Kaniraj, S. R., and Havanagi, V. G. (1999). “Compressive strength of cement stabilized fly ash-soil mixtures.” Cem. Concr. Res., 29(5), 673–677.
Kayali, O., and Sharfuddin Ahmed, M. (2013). “Assessment of high volume replacement fly ash concrete-concept of performance index.” Constr. Build. Mater., 39, 71–76.
Kolias, S., Kasselouri-Rigopoulou, V., and Karahalios, A. (2005). “Stabilisation of clayey soils with high calcium fly ash and cement.” Cem. Concr. Compos., 27(2), 301–313.
Ma, C., Chen, L. Z., and Chen, B. (2014). “Analysis of strength development in soft clay stabilized with cement-based stabilizer.” Constr. Build. Mater., 71, 354–362.
Meyer, C. (2009). “The greening of the concrete industry.” Cem. Concr. Compos., 31(8), 601–605.
Prabakar, J., Dendorkar, N., and Morchhale, R. K. (2004). “Influence of fly ash on strength behavior of typical soils.” Constr. Build. Mater., 18(4), 263–267.
Stutzman, P. (2004). “Scanning electron microscopy imaging of hydraulic cement microstructure.” Cem. Concr. Res., 26(8), 957–966.
Thyagaraj, T., Rao, S. M., Sai Suresh, P., and Salini, U. (2012). “Laboratory studies on stabilization of an expansive soil by lime precipitation technique.” J. Mater. Civ. Eng., 1067–1075.
Walker, P. J. (2004). “Strength and erosion characteristics of earth blocks and earth block masonry.” J. Mater. Civ. Eng., 497–506.

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

History

Received: May 12, 2015
Accepted: Oct 28, 2015
Published online: Jan 20, 2016
Discussion open until: Jun 20, 2016
Published in print: Jul 1, 2016

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Authors

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Ph.D. Candidate, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, People’s Republic of China. E-mail: [email protected]
Longzhu Chen [email protected]
Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, People’s Republic of China. E-mail: [email protected]
Bing Chen, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, People’s Republic of China (corresponding author). E-mail: [email protected]

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