Research Articles | Challenge Journal of Structural Mechanics

Improving bond performance of 3D-printable earth-based mortar reinforced with jute fibers

Yeşim Tarhan, İsmail Hakkı Tarhan, Arnaud Perrot


DOI: https://doi.org/10.20528/cjsmec.2025.02.004
View Counter: Abstract | 896 times | ‒ Full Article | 475 times |

Full Text:

PDF

Abstract


3D printing technology has transformed the construction industry by enabling rapid and cost-effective production of complex geometries. However, it faces significant challenges, including sustainability concerns due to cement's environmental impact and reinforcement issues arising from the incompatibility of traditional steel. These challenges necessitate the development of innovative material solutions. This study aims to enhance the bond strength between sustainable earth-based mortar and jute fibers used as reinforcement in 3D printed structures by exploring the effects of different treatments and compositions. Bond strength was evaluated by considering the effect of different treatments on the resistance of the fiber to being pulled out of the mortar. Pull-out tests were conducted on specimens with varying compositions and treatments. Results demonstrated substantial improvement in bond performance; specifically, the reference sand-free earth-clay mortar exhibited the lowest interfacial shear strength of 0.30 MPa. The most remarkable enhancement was observed in specimen which jute fibers pre-treated by immersion in mud slurry, which showed a 147% increase, reaching an interfacial shear strength of 0.74 MPa. Combining sand addition and fiber pre-treatment, however, did not yield additional benefits. These results indicate that simple, cost-effective local treatments can notably enhance fiber-matrix bond strength in 3D-printed earth-based structures without necessitating additional equipment or significant expense.


Keywords


3D printing construction; earth-based mortar; jute fiber; pull-out test; bond strength

References


Abdeldjebar R, Hamouine A, Fouchal F, Labbaci B, Zebair A (2018). Effects of treated date palm fiber on durability of stabilized earth blocks (Seb). International Journal of Civil Engineering and Technology, 9(5), 293–305.

Abdi MR, Arjomand MA (2011). Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand. Geotextiles and Geomembranes, 29(6), 588‒595.

Alves Fidelis ME, Vitorino Castro Pereira T, da Fonseca Martins Gomes O, de Andrade Silva F, Dias Toledo Filho R (2013). The effect of fiber morphology on the tensile strength of natural fibers. Journal of Materials Research and Technology, 2(2), 149–157.

Archila H, Kaminski S, Trujillo D, Zea Escamilla E, Harries KA (2018). Bamboo reinforced concrete: A critical review. Materials and Structures/Materiaux et Constructions, 51, 1–18.

Benzerara M, Guihéneuf S, Belouettar R, Perrot A (2021). Combined and synergic effect of Algerian natural fibres and biopolymers on the reinforcement of extruded raw earth. Construction and Building Materials, 289, 123211.

Bulut H (2024). A different approach for green concrete production: Determination of the effect of e-waste and waste rubber powder on durability properties of concrete. Challenge Journal of Concrete Research Letters, 15(3), 69‒81.

Dawood ZM, Alqaissi ZH (2024). Impact of date-palm fibers on fine soil’s compaction and strength properties. Journal of Engineering, 30, 67–82.

EN ISO 17892-6 (2017). Geotechnical investigation and testing – laboratory testing of soil – Part 6: Fall cone test. European Committee for Standardization, Brussels, Belgium.

Fagone M, Kloft H, Loccarini F, Ranocchiai G (2019). Jute fabric as a reinforcement for rammed earth structures. Composites Part B: Engineering, 175, 107064.

Ferretti E, Moretti M, Chiusoli A, Naldoni L, de Fabritiis F, Visonà M (2022). Rice-husk shredding as a means of increasing the long-term mechanical properties of earthen mixtures for 3D printing. Materials, 15(3), 743.

Fode TA, Jande YA C, Kim YD, Ham MG, Lee J, Kivevele T, Rahbar N (2025). Effects of different lengths and doses of raw and treated sisal fibers in the cement composite material. Scientific Reports, 15(1), 1603.

Gomaa M, Jabi W, Veliz Reyes A, Soebarto V (2021). 3D printing system for earth-based construction: Case study of cob. Automation in Construction, 124, 103577.

Güney B, Yıldızel S (2024). Optimization of mechanical properties in lime-based composites using the Taguchi method. Challenge Journal of Structural Mechanics, 10(3), 109-115.

Lecompte T, Perrot A, Subrianto A, Le Duigou A, Ausias G (2015). A novel pull-out device used to study the influence of pressure during processing of cement-based material reinforced with coir. Construction and Building Materials, 78, 224–233.

Loccarini F (2017). Behaviour of Rammed Earth Structures: Sustainable Materials and Strengthening Techniques. Ph.D. thesis, University of Braunschweig, Braunschweig, Germany & University of Florence, Firenze, Italy.

Macherla URT (2023). A survey study on challenges and factors affecting in adopting sustainable construction methods in Indian construction industry. MATEC Web of Conferences, 384, 01004.

Mahmud H, Ahmed T, Islam MS (2025). Combined effect of rice husk ash and animal bone powder on strength and permeability of concrete. Challenge Journal of Structural Mechanics, 11(1), 1–13.

Melià P, Ruggieri G, Sabbadini S, Dotelli G (2014). Environmental impacts of natural and conventional building materials: A case study on earth plasters. Journal of Cleaner Production, 80, 179–186.

Mohamad N, Embong R, Othman NH, Muthusamy K, Jaafar MFM (2025). Flowability and compressive strength of ternary blended cement mortar of coal bottom ash and ground cockle shell ash. Challenge Journal of Concrete Research Letters, 16(1), 25–32.

Nagaraj HB, Muguda S (2020). Recent innovations in stabilized earthen construction. In: Sustainable Materials in Building Construction, Springer, Cham, 149–164.

Perrot A, Rangeard D, Pierre A (2016). Structural built-up of cement-based materials used for 3D-printing extrusion techniques. Materials and Structures, 49, 1213–1220.

Ramesh M, Palanikumar K, Reddy KH (2017). Plant fibre based bio-composites: Sustainable and renewable green materials. Renewable and Sustainable Energy Reviews, 79, 558–584.

Sen B, Saha R (2024). Structural stability evaluation of natural fiber retrofitted low-cost rammed earthen houses under seismic loading. Structural Engineering International, 35(2), 286–305.

Shahrubudin N, Lee TC, Ramlan R (2019). An overview on 3D printing technology: Technological, materials, and applications. Procedia Manufacturing, 35, 1286–1296.

Sposito S, Scalisi F (2017). Sustainable architecture: The eco-efficiency earth construction. European Journal of Sustainable Development, 6(4), 246–254.

Taallah B, Guettala A (2016). The mechanical and physical properties of compressed earth block stabilized with lime and filled with untreated and alkali-treated date palm fibers. Construction and Building Materials, 104, 52–62.

Tang CS, Shi B, Zhao LZ (2010). Interfacial shear strength of fiber reinforced soil. Geotextiles and Geomembranes, 28(1), 54–62.

Tarhan Y, Perrot A (2023). Reinforcement of 3D printable earth-based mortar with natural textile material. Materials Today: Proceedings, In Press.

Tarhan Y, Tarhan İH, Jacquet Y, Perrot A (2024). Mechanical behaviour of 3D printed and textile-reinforced eco-friendly composites. Journal of Sustainable Cement-Based Materials, 14(3), 477–495.

Yadav MEK, Kishore PR, Kumar AS, Swetha Sri AS (2019). Influence of sisal fibers on the properties of rammed earth. International Journal of Innovative Technology and Exploring Engineering, 8, 663–667.

Zavaleta D, Ñañez R, Silva G, Ruiz G, Pando MA, Aguilar R, Nakamatsu J, Kim S (2024). Additive construction using enhanced earthen-based composites: Improvement of the mechanical strength and water durability using chitosan and agave fibers. Construction and Building Materials, 411, 134159.


Related Articles