Tytuł artykułu
Treść / Zawartość
Pełne teksty:
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The development of an ecofriendly binder containing high volume of cement replacement by incorporating two waste materials for the use in soil stabilization. This paper investigates the possibility of replacing ordinary Portland cement (OPC) by two waste and by-product materials for the use of a silty clay soil stabilization purpose. The soil was treated by 9.0% OPC where this mixture was used as a reference for all tests. Two by-product materials: ground granulated blast furnace slag and cement kiln dust were used as replacement materials. Consistency limits, compaction and unconfined compression strength (UCS) tests were conducted. Scanning electron microscopy (SEM) analysis was carried out for the proposed binder to investigate the reaction of products over curing time. Seven curing periods were adopted for all mixtures; 1, 3, 7, 14, 28, 52, and 90 days. The results showed that the strength development over curing periods after cement replacement up to 45–60% was closed to those of the reference specimens. The microphotographs of SEM analysis showed that the formation of Ettringite and Portladite as well as to calcium silicate hydrate gel was obvious at curing periods longer than 7 days reflected that the replacing materials succeed to produce the main products necessary for binder formation.
Rocznik
Tom
Strony
62--74
Opis fizyczny
Bibliogr. 27 poz., rys., tab., wykr.
Twórcy
autor
- University of Babylon, College of Engineering, Department of Civil Engineering, Al-Hillah – Al-Najaf Road, Babylon, Iraq
autor
- University of Babylon, College of Engineering, Department of Civil Engineering, Al-Hillah – Al-Najaf Road, Babylon, Iraq
autor
- University of Babylon, College of Engineering, Department of Civil Engineering, Al-Hillah – Al-Najaf Road, Babylon, Iraq
autor
- Henry Cotton Building, 15-21 Webster Street, Liverpool L3 2ET, UK
Bibliografia
- Aïtcin, P.C. (2016). Supplementary cementitious materials and blended cements. In Science and Technology of Concrete Admixtures (pp. 53-73). Sawston: Woodhead Publishing.
- Al-Zoubi, M.S. (2008). Undrained shear strength and swelling characteristics of cement treated soil. Jordan Journal of Civil Engineering, 2(1), 53-62.
- Aprianti, E. (2017). A huge number of artificial waste material can be supplementary cementitious material (SCM) for concrete production – a review part II. Journal of Cleaner Production, 142, 4178-4194.
- British Standard Institution [BSI] (1990a). Methods of test for soils for civil engineering purposes. Part 2: Classification tests (BS 1377-2:1990). London: British Standard Institution.
- British Standard Institution [BSI] (1990b). Methods of test for soils for civil engineering purposes. Part 4: Compaction-related tests (BS 1377-4:1990). London: British Standard Institution.
- British Standard Institution [BSI] (1990b). Methods of test for soils for civil engineering purposes. Part 7: Shear strength tests (total stress) (BS 1377-7:1990). London: British Standard Institution.
- Eyo, E.U., Ng’ambi, S. & Abbey, S.J. (2020). Performance of clay stabilized by cementitious materials and inclusion of zeolite/alkaline metals-based additive. Transportation Geotechnics, 23, 100330. https://doi.org/10.1016/j.trgeo.2020.100330
- Hayano, K., Dong, P.H. & Morikawa, Y. (2013). Physical and mechanical properties of cement-treated granular soils with respect to geotechnical application. AIP Conference Proceedings, 1542(1), 301-304.
- Hermawan, Marzuki, P.F., Abduh, M. & Driejana, R. (2015). Identification of source factors of carbon dioxide (CO2) emissions in concreting of reinforced concrete. Procedia Engineering, 125, 692-698.
- Higgins, D.D. (2005). Soil stabilisation with ground granulated blastfurnace slag. London: UK Cementitious Slag Makers Association (UK CSMA).
- Jafer, H.M., Atherton, W., Ruddock, F. & Loffill, E. (2017). The stabilization of a soft soil subgrade layer using a new sustainable binder produced from free-cement blending of waste materials fly ashes. In A. Loizos, I.L. Al-Qadi, T. Scarpas (eds.), Bearing Capacity of Roads, Railways and Airfields (pp. 1053- -1060). London: CRC Press.
- Jafer, H.M., Atherton, W., Sadique, M., Ruddock, F. & Loffill, E. (2018a). Development of a new ternary blended cementitious binder produced from waste materials for use in soft soil stabilisation. Journal of Cleaner Production, 172, 516-528.
- Jafer, H.M., Atherton, W., Sadique, M., Ruddock, F. & Loffill, E. (2018b). Stabilisation of soft soil using binary blending of high calcium fly ash and palm oil fuel ash. Applied Clay Science, 152, 323-332.
- Jha, A.K. & Sivapullaiah, P.V. (2015). Mechanism of improvement in the strength and volume change behavior of lime stabilized soil. Engineering Geology, 198, 53-64.
- Kunal, Siddique, R. & Rajor, A. (2014). Strength and microstructure analysis of bacterial treated cement kiln dust mortar. Construction and Building Materials, 63, 49-55.
- Ma, C., Chen, B. & Chen, L. (2016). Effect of organic matter on strength development of self- -compacting earth-based construction stabilized with cement-based composites. Construction and Building Materials, 123, 414-423.
- Majdi, H.S., Shubbar, A.A.F., Nasr, M.S., Al- -Khafaji, Z.S., Jafer, H., Abdulredha, M., Al Masoodi, Z., Sadique, M.M. & Hashim, K.S. (2020). Experimental data on compressive strength and ultrasonic pulse velocity properties of sustainable mortar made with high content of GGBFS and CKD combinations. Data in Brief, 31, 1-11.
- Oner, A. & Akyuz, S. (2007). An experimental study on optimum usage of GGBS for the compressive strength of concrete. Cement and Concrete Composites, 29(6), 505-514.
- Pourakbar, S., Asadi, A., Huat, B.B. & Fasihnikoutalab, M.H. (2015). Stabilization of clayey soil using ultrafine palm oil fuel ash (POFA) and cement. Transportation Geotechnics, 3, 24-35.
- Rahman, A. A., Abo-El-Enein, S.A., Aboul-Fetouh, M. & Shehata, K. (2016). Characteristics of Portland blast-furnace slag cement containing cement kiln dust and active silica. Arabian Journal of Chemistry, 9, 138-143.
- Ruijven, B.J., van, Vuuren, D.P., van, Boskaljon, W., Neelis, M.L., Saygin, D. & Patel, M.K. (2016). Long-term model-based projections of energy use and CO2 emissions from the global steel and cement industries. Resources, Conservation and Recycling, 112, 15-36.
- Sadique, M., Al-Nageim, H., Atherton, W., Seton, L. & Dempster, N. (2013). Mechano-chemical activation of high-Ca fly ash by cement free blending and gypsum aided grinding. Construction and Building Materials, 43, 480-489.
- Saride, S., Puppala, A.J. & Chikyala, S.R. (2013). Swell-shrink and strength behaviors of lime and cement stabilized expansive organic clays. Applied Clay Science, 85, 39-45.
- Shubbar, A.A., Jafer, H., Abdulredha, M., Al- -Khafaji, Z.S., Nasr, M.S., Al Masoodi, Z. & Sadique, M. (2020). Properties of cement mortar incorporated high volume fraction of GGBFS and CKD from 1 day to 550 days. Journal of Building Engineering, 30, 101327. https://doi.org/10.1016/j.jobe.2020.101327
- Wild, S., Kinuthia, J.M., Robinson, R.B. & Humphreys, I. (1996). Effects of ground granulated blast furnace slag (GGBS) on the strength and swelling properties of lime-stabilized kaolinite in the presence of sulphates. Clay Minerals, 31(3), 423-433.
- Zainab, S.A.K., Zainab, A. M., Jafer, H., Dulaimi, A.F. & Atherton, W. (2018). The effect of using fluid catalytic cracking catalyst residue (FC3R) as a cement replacement in soft soil stabilisation. International Journal of Civil Engineering and Technology, 9(4), 522-533.
- Zhao, J., Wang, D., Yan, P., Zhao, S. & Zhang, D. (2016). Particle characteristics and hydration activity of ground granulated blast furnace slag powder containing industrial crude glycerol-based grinding aids. Construction and Building Materials, 104, 134-141.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-65bfed29-bd1a-43b8-88d7-c4ce9ea4743f