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Properties of Mortars Mixed with Polystyrene and Hemp Fiber Wastes

Apised Suwansaard, Teerin Kongpun, Maneerat Khemkhao

Abstract


When polystyrene (PS) and hemp fiber waste were mixed into the sand aggregate, some physical-mechanical properties of mortar changed. The PS and hemp fiber were tested as partial replacements for sand in mortar with three designated percentages of 2.5, 5.0 and 10.0% by mass. The properties of mortar with PS were found to be better than that of the mortar with hemp fiber. The water absorption of mortar with PS was comparable with the reference mortar but lower than that of mortar with hemp fiber. The compressive strength of the mortar with PS was higher than that with hemp fiber whereas the tensile strength of the mortar with 2.5% PS and hemp fiber was comparable and was higher than that of the reference mortar. The thermal conductivity of a wall plastered by mortar containing PS decreased as the PS content was increased, whereas the thermal conductivity of a wall plastered by mortar containing hemp fiber increased as the hemp fiber content was increased. Thick crack was detected in the reference wall while hair line crack occurred from the wall plastered with PS and hemp fiber mortars. The results indicated that 10.0% PS could be used as a partial replacement for sand in mortar with an improvement in some of the properties of the mortar.

Keywords



[1] P. Bouloc, S. Allegret, and L. Arnaud, Hemp: Industrial Production and Uses. Oxfordshire, UK: CABI, 2013, p. 312.

[2] G. Crini, E. Lichtfouse, and G. Chanet, “Applications of hemp in textiles, paper industry, insulation and building materials, horticulture, animal nutrition, food and beverages, nutraceuticals, cosmetics and hygiene, medicine, agro chemistry, energy production and environment: A review,” Environmental Chemistry Letters, vol. 18, pp. 1451– 1476, Jun. 2020, doi: 10.1007/s10311-020- 01029-2.

[3] A. M. Varghese and V. Mittal, “Polymer composites with functionalized natural fibers,” in Biodegradable and Biocompatible Polymer Composites. Cambridgeshire, UK: Woodhead Publishing, Jan. 2018, pp. 157–177.

[4] A. Shahzad, “Hemp fiber and its composites— A review,” Journal of Composite Materials, vol. 46, no. 8, pp. 973–986, Aug. 2012, doi: 10.1177/002199831143623.

[5] D. Verma and I. Sanal, “Agro wastes/natural fibers reinforcement in concrete and their applications,” Handbook of Nano-materials and Nanocomposites for Energy and Environmental Applications. New York: Springer International Publishing, Jul. 2020, pp. 1–22.

[6] S. Almir and L.S. Araujo, “Use of Brazilian sugarcane ash in concrete as sand replacement,” Waste Management, vol. 30, no. 6, pp. 1114–1122, Jun. 2010, doi: 10.1016/j.wasman.2010.01.026.

[7] A. Taha, W. Hansjorg, G. Heiko, B. Fronz-Josef, and W. Wei, “The influence of natural reinforcement fibers on insulation values of earth plaster for straw bale buildings,” Material and Design, vol. 31, no. 10, pp. 4676–4685, Dec. 2010, doi: 10.1016/j.matdes.2010.05.026.

[8] I. Mercante, C. Alejandrino, J. P. Ojeda, J. Chini, C. Maroto, and N. Fajardo, “Mortar and concrete composites with recycled plastic: A review,” Materials Science and Technology, vol. 30, no. 1, pp. 69–79, Dec. 2018, doi: 10.1016/j. stmat.2018.11.003.

[9] F. Mahdi, H. Abbas, and A. A. Khan, “Strength characteristics of polymer mortar and concrete using different compositions of resins derived from postconsumer PET bottles,” Construction and Building Materials, vol. 24, no. 1, pp. 25–36, Jan. 2010, doi: 10.1016/j.conbuildmat.2009.08. 006.

[10] Z. Ge, R. Sun, K. Zhang, Z. Gao, and P. Li, “Physical and mechanical properties of mortar using waste polyethylene terephthalate bottles,” Construction and Building Materials, vol. 44, no. 1, pp. 81–86, Jul. 2013, doi: 10.1016/j. conbuildmat.2013.02.073.

[11] C. F. Chow, W. M. W. So, T. Y. Cheung, and S. K. Yeung, “Chapter 8: Plastic waste problem and education for plastic waste management,” in Emerging Practices in Scholarship of Learning and Teaching in a Digital Era. Singapore: Springer Nature Pte Ltd., Jan. 2017.

[12] S. Bahij, S. Omary, F. Feugeas, and A. Faqiri, “Fresh and hardened properties of concrete containing different forms of plastic waste – A review,” Waste Management, vol. 113, no. 1, pp. 157–175, Jun. 2020, doi: 10.1016/j.wasman. 2020.05.048.

[13] P. O. Awoyeraa and A. Adesinab, “Plastic wastes to construction products: Status, limitations and future perspective,” Case Studies in Construction Material, vol. 12, no. 1, Jun. 2020, doi: 10.1016/j. cscm.2020.e00330.

[14] L. P. de Oliveira and J. P. Castro-Gomes, “Physical and mechanical behavior of recycled PET fiber reinforced mortar,” Construction and Building Materials, vol. 25, no. 4, pp. 1712– 1717, Apr. 2011, doi: 10.1016/j.conbuildmat. 2010.11.044.

[15] Y. W. Choi, D. J. Moon, Y. J. Kim, and M. Lachemi, “Characteristics of mortar and concrete containing fine aggregate manufactured from recycled waste polyethylene terephthalate bottles,” Construction and Building Materials, vol. 23 , no. 8, pp. 2829– 2835, Aug. 2009, doi: 10.1016/j.conbuildmat.2009. 02.036.

[16] K. Hannawi, S. K. Bernard, and W. Prince, “Physical and mechanical properties of mortars containing PET and PC waste aggregates,” Waste Management, vol. 30, no. 11, pp. 2312–2320, Nov. 2010, doi: 10.1016/j.wasman.2010.03.028.

[17] L. A. Pereira-de-Oliveira, J. P. Castro-Gomes, and M. C. S. Nepomuceno, “Effect of acrylic fibres geometry on physical, mechanical and durability properties of cement mortars,” Construction and Building Materials, vol. 27, no. 1, pp. 189–196, Feb. 2012, doi: 10.1016/j.conbuildmat.2011. 07.061.

[18] S. Spadea, I. Farina, A. Carrafiello, and F. Fraternali, “Recycled nylon fibers as cement mortar reinforcement,” Construction and Building Materials, vol. 80, no. 1, pp. 200–209, Apr. 2015, doi: 10.1016/j.conbuildmat.2015.01.075.
[19] Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, ASTM C136/ C136M-19, 2019.

[20] Standard Specification for Flow Table for Use in Tests of Hydraulic Cement, ASTM C230/ C230M-14, 2014.

[21] Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, ASTM C642- 13, 2013.

[22] N. A. Lateef, E. E. Deaver, and Z. Paul, “Effect of source and particle size distribution on the mechanical and microstructural properties of fly ash-based geopolymer concrete,” Construction and Building Materials, vol. 167, no. 1, pp. 372– 380, Apr. 2018, doi: 10.1016/j.conbuildmat.2018. 01.193.

[23] R. Henkensiefken, J. Castro, D. Bentz, T. Nan-tung, and J. Weiss, “Water absorption in internally cured mortar made with water-filled light weight aggregate,” Cement and Concrete Research, vol. 39, no. 10, pp. 883–892, Oct. 2009, doi: 10.1016/j.cemconres.2009.06.009.

[24] Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens), ASTM C109/ C109M-20a, 2020.

[25] M. Tsai, M. Burch, and J. Lavelle, “Solid grade acrylic cement modifiers,” in Polymer-Modified Hydraulic-Cement Mixtures. Pennsylvania: ASTM International, 1993, pp. 63–75.

[26] Tensile Strength Hydraulic Cement Mortars (Using 2-in. or [50-mm] Six Specimens), ASTM C190, 2020.

[27] A. Rasooli, L. Itard, and C. I. Ferreira, “A response factor-based method for the rapid in-situ determination of wall’s thermal resistance in existing buildings,” Energy and Building, vol. 119, no. 1, pp. 51–61, May 2016, doi: 10.1016/j.enbuild. 2016.03.009.

[28] S. Fomin, S. Butenko, I. Plakhotnikova, and S. Koliesnikov, “Scientific research basics of fire resistance testing for reinforced concrete structures and buildings,” Materials Science Forum, vol. 1006, no. 1, pp. 158–165, Aug. 2020, doi: 10.4028/www.scientific.net/msf.1006.158.
[29] R. Wang and C. Meyer, “Performance of cement mortar made with recycled high impact polystyrene,” Cement and Concrete Composites, vol. 34, no. 9, pp. 975–981, Oct. 2012, doi: 10. 1016/j.cemconcomp.2012.06.014.

[30] N. Saikia and J. de Brito, “Use of plastic waste as aggregate in cement mortar and concrete preparation: A review,” Construction and Building Materials, vol. 34, no. 1, pp. 385–401, Sep. 2012, doi: 10.1016/j.conbuildmat.2012.02.066.
[31] A. Ahmad, M. Maslehuddin, and L. M. Al- Hadhrami, “In situ measurement of thermal transmittance and thermal resistance of hollow reinforced precast concrete walls,” Energy and Buildings, vol. 4, no. 1, pp. 132–141, Dec. 2014, doi: 10.1016/j.enbuild.2014.07.048.

[32] M. A. Abdelrahman and A. Ahmad, “Costeffective use of thermal insulation in hot climates,” Building and Environment, vol. 26, no. 2, pp. 189– 194, 1991, doi: 10.1016/0360-1323(91)90026-8.

[33] L. A. Al-Hadhrami and A. Ahmad, “Assessment of thermal performance of different types of masonry bricks used in Saudi Arabia,” Applied Thermal Engineering, vol. 29, no. 5–6, pp. 1123– 1130, Apr. 2009, doi: 10.1016/j.applthermaleng. 2008.06.003.

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DOI: 10.14416/j.asep.2021.09.004

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