Browse > Article
http://dx.doi.org/10.12989/sss.2019.24.3.415

Reduction of cement consumption by producing smart green concretes with natural zeolites  

Trung, Nguyen Thoi (Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University)
Alemi, Nima (Faculty of Engineering, Azarbaijan Shahid Madani University)
Haido, James H. (Department of Civil Engineering, College of Engineering, University of Duhok)
Shariati, Mahdi (Institute of Research and Development, Duy Tan University)
Baradaran, Seyedata (Department of Civil Engineering, Islamic Azad University)
Yousif, Salim T. (Department of civil engineering, Al-Qalam University College)
Publication Information
Smart Structures and Systems / v.24, no.3, 2019 , pp. 415-425 More about this Journal
Abstract
This study was carried out to evaluate the natural zeolite in producing green concrete as an effort to prevent global warming and environmental impact problems of cement industries. To achieve this target, two types of natural zeolites applied to study physical, chemical and compressive strength of concrete containing different percentages of zeolites. The results in comparison with control samples indicate that compressive strength of zeolites mixes increases with the 15% replacement of zeolite instead of cement in all types of samples. In the water-cement ratio of 0.6, results showed an increase in the compressive strength of all percentages of replacement. This results indicate that using natural zeolites could be produced a green concrete by a huge reduction and saving in the consumption of cement.
Keywords
cement; natural zeolite; green concrete; compressive strength;
Citations & Related Records
Times Cited By KSCI : 14  (Citation Analysis)
연도 인용수 순위
1 Caputo, D., et al. (2008), "Some advances in understanding the pozzolanic activity of zeolites: the effect of zeolite structure", Cement Concrete Compos., 30(5), 455-462. https://doi.org/10.1016/j.cemconcomp.2007.08.004.   DOI
2 Cejka, J. and van Bekkum, H. (2005), "Ion-exchange properties of zeolites", Zeolites and Ordered Mesoporous Materials: Progress and Prospects: The 1st FEZA School on Zeolites, Prague, Czech Republic, August 20-21, 2005 157, 181.
3 Colella, C. (2007), "Natural zeolites and environment", Studies in surface science and catalysis, 999-1035.
4 Damtoft, J.S., et al. (2008), "Sustainable development and climate change initiatives", Cement Concrete Res., 38(2), 115-127. https://doi.org/10.1016/j.cemconres.2007.09.008.   DOI
5 Davoodnabi, S.M., et al. (2019), "Behavior of steel-concrete composite beam using angle shear connectors at fire condition", Steel Compos. Struct., 30(2), 141-147. https://doi.org/10.12989/scs.2019.30.2.141.   DOI
6 Dinh-Cong, D., et al. (2018), "An efficient approach for optimal sensor placement and damage identification in laminated composite structures", Adv. Eng. Softw., 119, 48-59.   DOI
7 Englert, A. and Rubio, J. (2005), "Characterization and environmental application of a Chilean natural zeolite", Int. J. Mineral Process., 75(1-2), 21-29. https://doi.org/10.1016/j.minpro.2004.01.003.   DOI
8 Feng, N.Q. and Peng, G.F. (2005), "Applications of natural zeolite to construction and building materials in China", Constr. Build. Mater., 19(8), 579-584. https://doi.org/10.1016/j.conbuildmat.2005.01.013.   DOI
9 Gartner, E. (2004), "Industrially interesting approaches to "low-CO2" cements", Cement Concrete Res., 34(9), 1489-1498. https://doi.org/10.1016/j.cemconres.2004.01.021.   DOI
10 Ghassemieh, M. and Bahadori, A. (2015), "Seismic evaluation of a steel moment frame with cover plate connection considering flexibility by component method", Proceedings of the 2015 world congress on Advances in Structural Engineering and Mechanics, Incheon, Korea.
11 Ghosh, S.K., et al. (2015), "A review on performance of pervious concrete using waste materials", IJRET, eISSN: 2319-1163.
12 Hamidian, M., et al. (2011), "Assessment of high strength and light weight aggregate concrete properties using ultrasonic pulse velocity technique", Int. J. Phys. Sci., 6(22), 5261-5266. DOI:10.5897/IJPS11.1081.
13 Ho-Huu, V., et al. (2018), "An efficient procedure for lightweight optimal design of composite laminated beams", Steel Compos. Struct., 27(3), 297-310. https://doi.org/10.12989/scs.2018.27.3.297.   DOI
14 Hosseinpour, E., et al. (2018), "Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams", Steel Compos. Struct., 26(4), 485-499. https://doi.org/10.12989/scs.2018.26.4.485.   DOI
15 Juenger, M., et al. (2011), "Advances in alternative cementitious binders", Cement Concrete Res., 41(12), 1232-1243. https://doi.org/10.1016/j.cemconres.2010.11.012.   DOI
16 Khorramian, K., et al. (2017), "Numerical analysis of tilted angle shear connectors in steel-concrete composite systems", Steel Compos. Struct., 23(1), 67-85. https://doi.org/10.12989/scs.2017.23.1.067   DOI
17 Khorramian, K., et al. (2015). "Behavior of tilted angle shear connectors", PLoS ONE, 10(12), 1-11. https://doi.org/10.1371/journal.pone.0144288.
18 Li, D., et al. (2019), "Application of polymer, silica-fume and crushed rubber in the production of Pervious concrete", Smart Struct. Syst., 23(2), 207-214. https://doi.org/10.12989/sss.2019.23.2.207.   DOI
19 Mindess, S. and Young, J.F. (1981), "Concrete, Printice-Hall", INC. New Jersey.
20 Luo, Z., et al. (2019), "Computational and experimental analysis of beam to column joints reinforced with CFRP plates", Steel Compos. Struct., 30(3), 271-280. https://doi.org/10.12989/scs.2019.30.3.271.   DOI
21 Mohammadhassani, M., et al. (2014a), "An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio", Eng. Fail. Anal., 41, 73-80. https://doi.org/10.1016/j.engfailanal.2013.08.014.   DOI
22 Mohammadhassani, M., et al. (2014b), "An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups", Smart Struct. Syst., 14(5), 785-809. http://dx.doi.org/10.12989/sss.2014.14.5.785.   DOI
23 Mohammadhassani, M., et al. (2014c), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), 833-848. http://dx.doi.org/10.12989/sem.2013.48.6.833.   DOI
24 Mostafa, N., et al. (2001), "Characterization and evaluation of the pozzolanic activity of Egyptian industrial by-products: I: Silica fume and dealuminated kaolin", Cement Concrete Res., 31(3), 467-474. https://doi.org/10.1016/S0008-8846(00)00485-3.   DOI
25 Mumpton, F.A. (1977), Mineralogy and geology of natural zeolites, Washington, DC: Mineralogical Society of America, 1977. xi, 233 p.: illustrations, maps; 23 cm. Series: Short course notes (Mineralogical Society of America); v. 4.
26 Nasrollahi, S., et al. (2018), "Investigation of pipe shear connectors using push out test", Steel Compos. Struct., 27(5), 537-543. https://doi.org/10.12989/scs.2018.27.5.537.   DOI
27 Pacheco-Torgal, F., et al. (2012), "Durability of alkali-activated binders: a clear advantage over Portland cement or an unproven issue? ", Constr. Build. Mater., 30, 400-405. https://doi.org/10.1016/j.conbuildmat.2011.12.017.   DOI
28 Nguyen-Sy, T., et al. (2017), "A multi-scale homogenization approach for the effective thermal conductivity of dry lime-hemp concrete", J. Build. Perform. Simul.,11(2), 179-189. https://doi.org/10.1080/19401493.2017.1323009.   DOI
29 Nosrati, A., et al. (2018), "Portland cement structure and its major oxides and fineness", Smart Struct. Syst., 22(4), 425-432. https://doi.org/10.12989/sss.2018.22.4.425.   DOI
30 Ortega, E.A., et al. (2000), "Properties of alkali-activated clinoptilolite", Cement Concrete Res., 30(10), 1641-1646. https://doi.org/10.1016/S0008-8846(00)00331-8.   DOI
31 Perraki, T., et al. (2003), "The effect of natural zeolites on the early hydration of Portland cement", Microporous Mesoporous Mater., 61(1-3), 205-212. https://doi.org/10.1016/S1387-1811(03)00369-X.   DOI
32 Sajedi, F. and Shariati, M. (2019), "Behavior study of NC and HSC RCCs confined by GRP casing and CFRP wrapping", Steel Compos. Struct., 30(5), 417-432. https://doi.org/10.12989/scs.2019.30.5.417.   DOI
33 Shahabi, S., et al. (2016), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., 20(3), 651-669. http://dx.doi.org/10.12989/scs.2016.20.3.651.   DOI
34 Shao, Z., et al. (2019), "The chiller's electricity consumption simulation by considering the demand response program in power system", Appl. Therm. Eng., 149, 1114-1124.   DOI
35 Shao, Z. and A. Vesel (2015), "Modeling the packing coloring problem of graphs", Appl. Math. Model., 39(13), 3588-3595.   DOI
36 Shariati, A., et al. (2014a), "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Constr. Build. Mater., 52, 276-283. https://doi.org/10.1016/j.conbuildmat.2013.11.036.   DOI
37 Shao, Z., et al. (2018), "Kriging Empirical Mode Decomposition via support vector machine learning technique for autonomous operation diagnosing of CHP in microgrid", Appl. Therm. Eng., 145, 58-70.   DOI
38 Shariati, A. (2014), Behaviour of C-shaped Angle Shear Connectors in High Strength Concrete, M.SC, Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
39 Shariati, A., et al. (2012a), "Investigation of channel shear connectors for composite concrete and steel T-beam", Int. J. Phys. Sci., 7(11), 1828-1831. DOI: 10.5897/IJPS11.1604.
40 Shariati, M. (2008), Assessment of Building Using Nonedestructive Test Techniques (ultra Sonic Pulse Velocity and Schmidt Rebound Hammer), Universiti Putra Malaysia.
41 Shariati, M. (2013), Behaviour of C-shaped Shear Connectors in Stell Concrete Composite Beams, Jabatan Kejuruteraan Awam, Fakulti Kejuruteraan, Universiti Malaya.
42 Shariati, M., et al. (2012b), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Proceedings of the 5th International Conference on Engineering Failure Analysis, 1-4 July 2012, Hilton Hotel, The Hague, The Netherlands.
43 Shariati, M., et al. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures, 21 - 23 July, 2010, Sydney, Australia.
44 Shariati, M., et al. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 1-18.
45 Shariati, M., et al. (2012c), "Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Mater. Design, 34, 325-331. https://doi.org/10.1016/j.matdes.2011.08.008.   DOI
46 Shariati, M., et al. (2011a), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Scientific Res. Essays, 6(4), 977-983. DOI: 10.5897/SRE10.1120.
47 Shariati, M., et al. (2011b), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics (ASEM'11+), Seoul, South Korea.
48 Shariati, M., et al. (2016), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Build. Mater., 120, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102.   DOI
49 Shariati, M., et al. (2011c), "Behavior of channel shear connectors in normal and light weight aggregate concrete (Experimental and Analytical Study)", Adv. Mater. Res., 168, 2303-2307. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2303.   DOI
50 Shariati, M., et al. (2012d), "Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study", Mater. Design, 41, 67-73. https://doi.org/10.1016/j.matdes.2012.04.039.   DOI
51 Shariati, M., et al. (2014b), "Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete", Eng. Fail. Anal., 41, 124-134. https://doi.org/10.1016/j.engfailanal.2014.02.017.   DOI
52 Sinaei, H., et al. (2011), "Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP)", Int. J. Phys. Sci., 6(28), 6572-6579. DOI: 10.5897/IJPS11.1225.
53 Shariati, M., et al. (2017), "Assessment of stiffened angle shear connector under monotonic and fully reversed cyclic loading", Proceedings of the 5th International Conference on Advances in Civil, Structural and Mechanical Engineering - CSM 2017, Zurich, Switzerland.
54 Shi, X., et al. (2019a), "Heat transfer and nanofluid flow of free convection in a quarter cylinder channel considering nanoparticle shape effect", Powder Technol., 346, 160-170.   DOI
55 Shi, X., et al. (2019b). "Viscoelastic analysis of silica nanoparticle-polymer nanocomposites", Compos. Part B: Eng., 158, 169-178. https://doi.org/10.1016/j.compositesb.2018.09.084.   DOI
56 Standard, A. (2010), "Standard Test Methods for Compressive Strength of Cylindrical Concrete Specimens", ASTM C39.
57 Testing, A.S.F., et al. (2005), "Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete", ASTM International.
58 Toghroli, A., et al. (2017), "Investigation on composite polymer and silica fume-rubber aggregate pervious concrete" Proceedings of the 5 th International Conference on Advances in Civil, Structural and Mechanical Engineering - CSM 2017, Zurich, Switzerland.
59 Vo-Duy, T., et al. (2017), "A global numerical approach for lightweight design optimization of laminated composite plates subjected to frequency constraints", Compos. Struct., 159, 646-655. https://doi.org/10.1016/j.compstruct.2016.09.059.   DOI
60 Xie, Q., et al. (2019), "An experimental study on the effect of CFRP on behavior of reinforce concrete beam column connections", Steel Compos.Struct., 30(5), 433-441. https://doi.org/10.12989/scs.2019.30.5.433.
61 Ziaei-Nia, A., et al. (2018), "Dynamic mix design optimization of high-performance concrete", Steel Compos.Struct., 29(1), 67-75. https://doi.org/10.12989/scs.2018.29.1.067.
62 ACI, B. (1998), "211.2-standard practice for selecting proportions for structural lightweight concrete", American Concrete Institute International.
63 (ASTM), A. S. f. T. a. M. Standard Test Method for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete. Pennsylvania, ASTM C311-05.
64 Abedini, M., et al. (2017), "Evaluation of concrete structures reinforced with fiber reinforced polymers bars: A review", J. Asian Sci. Res., 7(5), 165-175.
65 Abedini, M., et al. (2019), "Large Deflection Behavior Effect in Reinforced Concrete Columns Exposed to Extreme Dynamic Loads", engrXiv: 32: https://doi.org/10.31224/osf.io/6n5fs.
66 Ahmadi, B. and Shekarchi, M. (2010), "Use of natural zeolite as a supplementary cementitious material", Cement Concrete Compos., 32(2), 134-141. https://doi.org/10.1016/j.cemconcomp.2009.10.006.   DOI
67 Arabnejad Khanouki, M.M., et al. (2011), "Behavior of through beam connections composed of CFSST columns and steel beams by finite element studying", Adv. Mater. Res., 168, 2329-2333. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2329.   DOI
68 Arabnejad Khanouki, M.M., et al. (2016), "Investigation of through beam connection to concrete filled circular steel tube (CFCST) column", J. Constr. Steel Res., 121, 144-162. https://doi.org/10.1016/j.jcsr.2016.01.002.   DOI
69 ASTM, C. 150-04 (2004), "Standard specification for Portland cement", ASTM, PA.
70 ASTM, C. (1998), "192. 1998. Standard practice for making and curing concrete test specimens in the laboratory", Annual Book of ASTM Standards.
71 Bahadori, A. and Ghassemieh, M. (2016), "Seismic evaluation of I-shaped beam to box-column connections with top and seat plates by the component method", Sharif: Civil Eng., 322(21): 129-138.