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The by-products of wood sawdust and wood fiber are considered to be waste material. It is utilized in the construction of buildings in the form of sawdust concrete or wood fiber concrete. It is used to make lightweight concrete and possesses heat transfer of a long duration. In this study, wood concrete was made at eleven different mix proportions of cement to wood waste by weight, to produce a lightweight concrete aggregate that has the density 1508-2122 kg/m3. The experimental work consists of 330 concrete specimens as 99 cubes (150 * 150 * 150) mm, 165 cylinders (150 * 300) mm, 33 prisms (50 * 100 * 200) mm, and 33 prisms (100 * 100 * 500) mm. Mechanical and thermal properties such as stiffness, workability, compressive strength, static elasticity modulus, flexural forces, splitting tensile strength and density were examined in the specimens after 28 days of 20 oC curing. Also, compressive strength was investigated at 7 and 14 days of curing at 20 oC. The basic observation of the results shows the values with the limitations of ACI and ASTM. Moreover, it is the perfect way to reduce solid wood waste and produce lightweight concrete to be used in industrial construction. It was found that with the increase in the quantity of wood waste, the strength decreased; however, in terms of workability and concrete with a higher quantity of wood waste held very well. Lightweight concrete aggregate is around 25 percent lighter in dead load than standard concrete. Given all the physical and mechanical properties, the study finds that wood concrete can be used in the construction of buildings.
Czasopismo
Rocznik
Tom
Strony
675--688
Opis fizyczny
Bibliogr. 23 poz., il., tab.
Twórcy
- Mustansiryiah University, Faculty of Engineering, Environmental Engineering Department, Baghdad, Iraq
autor
- University of Baghdad, Baghdad, Department of Reconstruction and Projects, Baghdad, Iraq
autor
- Mustansiryiah University, Faculty of Engineering, Civil Engineering Department, Baghdad, Iraq
Bibliografia
- 1. Kivrak, S., Tuncan, M., Onur, M. I., Arslan, G., and Arioz, O. (2006). An Economic Perspective of Advantages of Using Lightweight Concrete in Construction. Paper presented at the 31st Conference on Our World In Concrete & Structures., Singapore.
- 2. Chiad, S.S., (2013). Shear Stresses of Hollow Concrete Beams. Journal of Applied Sciences Research, 9(4), .2880-2889.
- 3. Al-hafiz, A.M., Chiad, S.S. and Farhan, M.S. (2013). Flexural strength of reinforced concrete one-way opened slabs with and without strengthening. Australian Journal of Basic and Applied Sciences, 7(6), 642-651.
- 4. Dadzie, D. K., Dokyi, G. Q., and Niakoh, N. (2018). Comparative Study of the Properties of Sandcrete Blocks Produced with Sawdust as Partial Replacement of Sand. International Journal of Scientific & Engineering Research, 9(3), 2229-5518.
- 5. Hameed, A. M., & Ahmed, B. A. F. (2019). Employment the plastic waste to produce the Lightweight concrete. Energy Procedia, 157, 30-38.
- 6. Omaran, S.M., Alghamdi, A.A., Alharishawi, S.C. and Hains, D.B. (2019). Integrating BIM and Game Engine for Simulation Interactive Life Cycle Analysis Visualization. In Computing in Civil Engineering. Visualization, Information Modeling, and Simulation. Reston, VA: American Society of Civil Engineers. (120-128).
- 7. Khairuddin, S.A.A., Rahman, N.A., Jamaluddin, N., Jaini, Z.M., Elamin, A. and Rum, R.H.M. (2020). Bond Strength of Concrete-Filled Hollow Section with Modified Fibrous Foamed Concrete. Archives of Civil Engineering, pp.97-108.
- 8. Adebakin, I., and Adeyemi, A., (2012). Uses of Sawdust as Admixture in Production of Lowcost and Lightweight Hollow Sandcrete Blocks. American Journal of Scientific and Industrial Research, 3(.6), 458-463.
- 9. Mageswari M. and Vidivelli B. (2010). The Use of Sawdust Ash as Fine Aggregate Replacement in Concrete. Journal of Environment Research and Development, 3 (3), 720 - 726.
- 10. Paramasivam, P., and Loke, Y. O. (1980). Study-of-sawdust-concrete. International-Journal-Cement-Composites-and-Lightweight-Concrete. The International Journal of Lightweight Concrete., 2(1), 57-61.
- 11. Sales, A. S., Santos, F.R., Zimer, and W. M. (2010). Lightweight composite concrete produced with water treatment sludge and sawdust: Thermal properties and potential application. Construction and Building Materials, 24(12), 2446-2453.
- 12. Jian, H. (2014). The Implementation of Waste Sawdust in Concrete. Advanced Materials Research, 941-944, 849-853. doi: 10.4028/www.scientific.net/AMR.941-944.849
- 13. Aberdeen. (1971). Waste Materials in Concrete - Can concrete be made from broken glass? sawdust? plastics? mine wastes? garbage frit? Concrete Construction.
- 14. Ansari, F., Maher, A., Luke, A., Yong Zhang, G., and Szary, P. (2000). Recycled Materials in Portland Cement Concrete. Final Report. Federal Highway Administration U.S, 11-37.
- 15. Bdeir, L. M. H. (2012). Study Some Mechanical Properties of Mortar with Sawdust as a Partially Replacement of Sand. Anbar Journal for Engineering Sciences, 5(1), 22-30.
- 16. Taoukil, D., Bouardi, A. E., Ezbakhe, H., and Ajzoul, T. (2011). Thermal Proprieties of Concrete Lightened by Wood Aggregates. Research Journal of Applied Sciences, Engineering and Technology.
- 17. Felix, F., Udoeyo., and Dashibil, P. U. (2002). Sawdust Ash as Concrete Material. Journal of materials in civil engineering, 14, 173-176. doi: 10.1061//asce/0899-1561/14:2/173.
- 18. Ganiron, T., Jr. (2014). Effect of Sawdust as Fine Aggregate in Concrete Mixture for Building Construction. International Journal of Advanced Science and Technology, 63, 73-82. doi: 10.14257/ijast.63.07
- 19. ASTM C469. (2014). Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression, ASTM International.
- 20. ACI Code 318. (2019). Building Code Requirements for Structural Concrete, American Concrete Institute..
- 21. ACI Code Committee 213R. (2019). Guide for Structural Lightweight-Aggregate Concrete. American Concrete Institute.
- 22. ASTM 293. (2016). Flexural Strength of concrete (Using simple beam with centre - point loading). Annual Book of ASTM Standards, 4(2).
- 23. ASTM C496. (2017). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. Annual Book of ASTM Standards, 4(2).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-162eaf89-36e4-4460-ad8f-2f12c8a288b6