The effect of plastic waste fibers on mortar performance

• Autorzy: Mouats Wassila , Abdelouahed Assia , Hebhoub Houria , Boughamsa Wassila

Identyfikatory

DOI

10.21307/ACEE-2021-033

• Języki publikacji: EN

Abstrakty

EN

This paper studies the possibility of using plastic waste fiber in the mortar, and aims to find the optimum percentage of fiber to improve the properties of mortar. The plastic fiber is used as a volume substitution in dune sand and it used with rates of 5%, 10%, 15%, 20%, 25%, and 30%. Specifically, the mechanical properties as compressive and tensile strength and durability performance as capillary and immersion absorption, the depth of chloride penetration and the loss of weight were measured. The results show that the incorporation of waste plastic fiber reduces the compressive strength and enhances the flexural tensile strength. The use of waste plastic fibers indicates the good behavior to mortars in aggressive environment.

Słowa kluczowe

EN

cement; durability; mortar; plastic fiber; performance; substitution; waste

PL

cement; trwałość; moździerz; włókno z tworzywa sztucznego; zastępowanie; odpady

• Wydawca: Silesian University of Technology
• Czasopismo: Architecture Civil Engineering Environment
• Rocznik: 2021
• Tom: Vol. 14, no. 4
• Strony: 95--103
• Opis fizyczny: Bibliogr. 22 poz.

Twórcy

autor

Mouats Wassila

• PhD; Faculty Technology, LMGHU Laboratory, Skikda University, Algeria

autor

Abdelouahed Assia

• PhD; Faculty Technology, LMGHU Laboratory, Skikda University, Algeria

autor

Hebhoub Houria

• Prof.; Faculty Technology, LMGHU Laboratory, Skikda University, Algeria

autor

Boughamsa Wassila

• PhD; Faculty Technology, LMGHU Laboratory, Skikda University, Algeria

Bibliografia

• [1] Senhadji, Y., Escadeillas, G., Mouli, M., Khelafi, H., & Benosman, S. (2014). Influence of natural pozzolan, silica fume and limestone fine on strength, acid resistance and microstructure of mortar. Powder Technology. Elsevier, 254, 314-323.
• [2] Hebhoub, H., & Belachia, M. (2011). Introduction of marble waste sand into hydraulic concrete. Nature and Technology. 41-46.
• [3] Wang, Y., Wu, H.C., Li,V.C. (2000). Concrete reinforcement with recycled fibers, J. Mater. Civil Eng. 12(4) 314-319.
• [4] Saikia, N., & de Brito, J. (2012). Use of plastic waste as aggregate in cement mortar and concrete. Construction and Building Materials, 34, 385-401.
• [5] Abdulrahman, S., Mohammed, T., Mohammed Ali, Kh., Noor, A., Rajab, c., & Nahla, H. (2020). Mechanical Properties of Concrete and Mortar Containing Low Density Polyethylene Waste Particles as Fine Aggregate. Journal of Materials and Engineering Structures, 7, 57-72.
• [6] Azad, K., & Puneet, S. (2019). Use of Plastic Aggregates in Concrete. International Journal of Innovative Technology and Exploring Engineering (IJITEE), 9(1), 4406-4412. DOI: 10.35940/iji-tee.A5088.119119.
• [7] Yin, S., Rabin, T., Shi, F., Combe, M., Collister, T & Sivakugan, N. (2015). Use of macro plastic fibres in concrete: A review. Construction and Building Materials, 93, 180-188.
• [8] Benosman, AS., Taïbi, H., Mouli.M., Senhadji, Y., Belbachir, M., Bahlouli, I.M., & Houivet, D. (2015). L’effet de l’ajout du PET sur les performances mécaniques des matériaux Composites Mortier-PET (Effect of addition of PET on the mechanical performance of PET-Mortar Composite materials). J. Mater. Environ. Sci. 6(2), 559-571.
• [9] Sam, TD., & Tam, MN. (2002). Polymer concrete based on recycled polyethylene terephtalate (PET). NOCMAT/3, Vietnam International conférence on Non- conventional Matérial and technologies, 226-228.
• [10] Ghernouti, Y., & Rabehi, B. (2012). Strength and Durability of Mortar Made with Plastics Bag Waste. (MPBW) International Journal of Concrete Structures and Materials, 6(3), 145-153, DOI 10.1007/s40069-012-0013-0.
• [11] Al-Tulaian, B.S., Al-Shannag, M.J., & Al-Hozaimy, A.R. (2016). Recycled plastic waste fibers for reinforcing Portland cement mortar. Construction and Building Materials 127, 102-110.
• [12] Jay Kim, J.H., Park, C.G., Lee, S-W, Lee,S-W., & Won, J.P. (2008). Effects of the geometry of recycled PET fiber reinforcement on shrinkage cracking of cement-based composites. Composites: Part B 39 442-450.
• [13] Choi, YW., Moon, DJ., Kim, YJ., & Lachemi, M. (2009). Characteristics of mortar and concrete containing fine aggregate manufactured from recycled waste polyethylene terephthalate bottles. Constr Build Mater, 23, 2829-35.
• [14] Marzouk, OY., Dheilly, RM., & Queneudec, M. (2007). Valorisation of post-consumer plastic waste in cementitious concrete composites. Waste Manage 27, 310-8.
• [15] Al-Manaseer, AA., & Dalal TR. (1997). Concrete containing plastic aggregates. Concr Int, 19, 47-52.
• [16] Luiz, A., de Oliveira João, P,. & Gomes, C. ( 2011). Physical and mechanical behaviour of recycled PET fibre reinforced mortar. C-MADE, Centre of Materials and Building Technologies, University of Beira Interior, Calçada Fonte do Lameiro, 6201-001 Covilh, Portugal. Construction and Building Materials, 25, 1712-1717.
• [17] Hannawi, K., Kamali-Bernard, S., & Prince, W. (2010). Physical and mechanical properties of mortars containing PET and PC waste aggregates. Waste Manage, 30, 2312-2320.
• [18] Hasan, M., Afroz, M., & Mahmud, H. (2011). An experimental investigation on mechanical behavior of macro synthetic fibre reinforced concrete. Int J Civil Environ Eng IJCEE-IJENS, 11(03), 18-23.
• [19] Ismail, Z.Z., & Al-Hashmi, E.A. (2008). Use of plastic waste in concrete mixture as aggregate replacement. Waste Manage, 28, 2041-7.
• [20] Banthia, N,. & Gupta, R. (2006). Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete. Cement Concrete Res, 36(7), 1263-7.
• [21] Foti, D. (2011). Preliminary analysis of concrete reinforced with waste bottles PET fibers. Constr Build Mater. 25(4), 1906-15.
• [22] Kou, SC,. Lee, G., Poon, CS., & Lai, WL. (2009). Properties of lightweight aggregate concrete prepared with PVC granules derived from scraped PVC pipes. Waste Manage, 29, 621-8.