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Abstract

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.

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Authors and Affiliations

Salam Salman Chiad Alharishawi
ORCID: ORCID
Haitham Jameel Abd
Suha Rasheed Abass
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Abstract

Environmental problems are considered a serious situation in modern construction. Reusing and recycling glass wastes is the only method to decrease waste produced. There is growing environmental compression to decrease glass waste and to reprocess as much as possible. In this investigational work, the effect of partially substituting crushed waste glass in concrete is considered. The study investigates crushed waste glass used as a partial replacement of fine aggregate for new concrete. recycled glass waste was partially replaced as 5%, 10%, 15%, 20%, 25%, 30, 35, 40%, 45%, 45% and 50% and tested at 7, 14 and 28 days of curing at 20◦ for mechanical properties and compared with those of controlled mix. The compressive strength, splitting tensile strength and flexural forces and static elasticity modulus of specimens with 20% waste glass content was 30%, 19.41%, 9.13% and 10.12%, respectively, which is higher than the controlled mix at 28 days. The outcomes displayed that the maximum rise in strength of concrete occurred when 20% replacement with glass crush. It is found that crushed waste glass can be used as fine aggregate replacement material in concrete production.
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Bibliography

[1] S.S.C Alharishawi, H.Abd, and S.Abass, “Employment of recycled wood waste in lightweight concrete production”, Archives of Civil Engineering, vol. 4, no. 20, 2020, DOI: 10.24425/ace.2020.135244.
[2] A.M. Al-hafiz, S.S. Chiad and M.S. Farhan, “Flexural strength of reinforced concrete one-way opened slabs with and without strengthening”, Australian, Journal of Basic and Applied Sciences, vol. 7, no. 6, pp. 642–651, 2013.
[3] S.M. Omaran et al., “Integrating BIM and game engine for simulation interactive life cycle analysis visualization”, Computing in Civil Engineering, Visualization, Information Modeling, and Simulation. Reston, VA: American Society of Civil Engineers, pp. 120–128, 2019.
[4] S.S. Chiad, “Shear stresses of hollow concrete beams”, Journal of Applied Sciences Research, vol. 9, no. 4, pp. 2880–2889, 2013.
[5] I.B. Topçu and M. Canbaz, “Properties of concrete containing waste glass”, Cement and Concrete Research Journal, vol. 34, pp. 267–274, 2004.
[6] S.C.Kou and C.S. Poon, “Properties of self-compacting concrete prepared with recycled glass aggregate”, Cement and Concrete Composites Journal, vol. 31, pp. 107–113, 2009.
[7] L.M. Federico and S.E. Chidiac, “Waste glass as a supplementary cementitious material in concrete -critical review of treatment methods”, Cement & Concrete Composites, vol. 31, pp. 606–610, 2009.
[8] S.M. Palmquist, “Compressive behavior of concrete with recycled aggregates”, Doctoral dissertation, Tufts University, 2003.
[9] B. Karamanoglu, “Properties of mortar containing waste glass and limestone filler”, MS thesis, Gazimagusa, North Cyprus, 2007.
[10] B. Karamanoglu and Ö. Eren, “Properties of mortar containing waste glass and limestone filler”, 8th International Congress on advances in civil engineering, Gazimagusa, North Cyprus, pp. 171–180, 2008.
[11] N. Schwarz, H. Cam, and N. Neithalath, “Influence of a fine glass powder on the durability characteristics of concrete and its comparison to fly ash”, Cement and Concrete Composites, vol. 30, no. 6, pp. 486–496, 2008.
[12] A. Tagnit-Hamou et al., “Novel ultra-high-performance glass concrete”, Journal of ACI Concrete International, vol. 39, no. 3, pp. 53–59, 2008.
[13] A. Tagnit-Hamou, “Alternative supplementary cementitious materials for advances concrete”, International Conference on Advances in Cement and Concrete Technology in Africa, Keynote Speaker, 2016.
[14] A. Tagnit-Hamou and A. Bengougam, “The use of glass powder as supplementary cementitious material”, Concrete International, vol. 34, no. 3, pp. 56–61, 2012.
[15] A. Hussein, A. Yahia, and A. Tagnit-Hamou, “Statistical modeling of the effect of glass powder on concrete mechanical and transport properties”, ACI Materials Journal, p. 226, 2012.
[16] A. Niang, N. Roy, and A. Tagnit-Hamou, “Structural behavior of concrete incorporating glass powder used in reinforced concrete column”, Journal of Structural Engineering, Special Issue (Sustainable Building Structures B4014007), p. 141, 2012.
[17] A. Niang, N. Roy, and A. Tagnit-Hamou, “Reinforced concrete columns incorporating glass powder under concentric axial loading”, FIB Symposium, Tel-Aviv, Israel, April 2013. [18] A. Tagnit-Hamou et al., “Novel ultra-high-performance glass concrete”, Journal of ACI Concrete International, vol. 39, no. 3, pp. 53–59, 2012.
[19] M. Mageswari and B. Vidivelli, “The use of sheet glass powder as fine aggregate replacement in concrete”, The Open Civil Engineering Journal, vol. 4, pp. 65–71, 2012.
[20] A. Sharma and A. Sangamnerkar, “Glass powder – A partial replacement for cement”, International Journal of Core Engineering and Management (IJCEM), Acropolis Institute of Technology and Research, Indore (MP), India, vol. 1, 2015.
[21] R. Sakale, S. Jain, and S. Singh, “Experimental investigation on strength of glass powder replacement by cement in concrete with different dosages”, International Journal of Advanced Research in Computer Science and Software Engineering, vol. 5, no. 12, pp. 386–390, 2015.
[22] S.M. Hama and M.T. Nawar, “Beneficial role of glass wastes in concrete – a review”, Journal of Engineering and Sustainable Development, vol. 22 (02 Part-5), pp.136–144, 2018. [23] A.A. Aliabdo, M. Abd Elmoaty, and A.Y. Aboshama, “Utilization of waste glass powder in the production of cement and concrete”, Construction and Building Materials, vol. 124, pp. 866–877, 2016.
[24] J.M. Ortega et al., “Influence of waste glass powder addition on the pore structure and service properties of cement mortars”, Sustainability, vol. 10, no. 3, p. 842, 2018.
[25] A. Omran and A. Tagnit-Hamou, “Performance of glass-powder concrete in field applications”, Construction and Building Materials, vol. 109, pp. 84–95, 2016.

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Authors and Affiliations

Salam Salman Chiad Alharishawi
1
ORCID: ORCID
Nagham Rajaa
2
ORCID: ORCID
Aqeel Raheem Jabur
3
ORCID: ORCID

  1. Mustansiriyah University, College of Engineering, Environmental Engineering Department, Baghdad, Iraq
  2. Mustansiriyah University, College of Engineering, Highway and Transportation Engineering Department, Baghdad, Iraq
  3. Mustansiriyah University, College of Engineering, Civil Engineering Department, Baghdad, Iraq

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