Concrete characteristics using aggregate from Nanga Jemah Village, Kapuas Hulu District for rabat beton road
Keywords:
aggregate, beton, compressive strength, rabat beton road, split tensile strengthAbstract
The use of concrete for various building constructions has been widely used, both as a building structure and also for transportation purposes, especially for concrete roads. Nanga Jemah Village is one of the villages located in Boyan District, Kapuas Hulu Regency which has potential in the field of building materials. The use of aggregates originating from Nanga Jemah has often been done, but until now no one has investigated this type of aggregate as a concrete-forming material, especially for the manufacture of concrete rebate roads. The aggregates used in this study are aggregates derived from Nanga Jemah, both fine aggregates and coarse aggregates by comparing the use of commonly used materials. The purpose and objective of this research are to develop the potential of the area in the form of materials originating from the village of Nanga Jemah so that they can be used as concrete-forming materials, especially for the construction of the Rabat Beton road.
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Ajagbe, W. O., Omokehinde, O. S., Alade, G. A., & Agbede, O. A. (2012). Effect of crude oil impacted sand on compressive strength of concrete. Construction and Building Materials, 26(1), 9-12. https://doi.org/10.1016/j.conbuildmat.2011.06.028
Akba?, M., & ?yisan, R. (2021). Freeze and thaw effect on the stiffness properties of recycled concrete aggregate used in the road embankment. Journal of the Faculty of Engineering and Architecture of Gazi University, 36(2), 971-984.
Albertini, C., Cadoni, E., & Labibes, K. (1997). Impact fracture process and mechanical properties of plain concrete by means of an Hopkinson bar bundle. Le Journal de Physique IV, 7(C3), C3-915.
Aschuri, I., Yamin, A., & Widyasih, Y. D. (2016). The use of waste plastic as a partial substitution aggregate in asphalt concrete pavement. Jurnal Teknik Sipil, 23(1), 1-6.
Bazaz, J. B., Khayati, M., & Akrami, N. (2006). Performance of concrete produced with crushed bricks as the coarse and fine aggregate. J. Geol. Soc, 616, 1-10.
Behnood, A., Verian, K. P., & Gharehveran, M. M. (2015). Evaluation of the splitting tensile strength in plain and steel fiber-reinforced concrete based on the compressive strength. Construction and Building Materials, 98, 519-529. https://doi.org/10.1016/j.conbuildmat.2015.08.124Qisthi, M., & Kushari, B. (2019). Pengaruh Variasi Tebal Dan Mutu Beton Terhadap Respon Struktural Perkerasan Kaku: Studi Kasus Pendekat Simpang Ring-Road Utara Yogyakarta. In Prosiding Forum Studi Transportasi antar Perguruan Tinggi.
Cihackova, P., Hyzl, P., Stehlik, D., Dasek, O., Šernas, O., & Vaitkus, A. (2015). Spetsiaalse tsementmördiga täidetud dreenasfaltbetooni toimivuskarakteristikud. Baltic Journal of Road and Bridge Engineering, 10(4), 316–324.
Dony, A., Colin, J., Bruneau, D., Drouadaine, I., & Navaro, J. (2013). Reclaimed asphalt concretes with high recycling rates: Changes in reclaimed binder properties according to rejuvenating agent. Construction and Building Materials, 41, 175-181. https://doi.org/10.1016/j.conbuildmat.2012.11.031
Evangelista, L., & De Brito, J. M. C. L. (2010). Durability performance of concrete made with fine recycled concrete aggregates. Cement and Concrete Composites, 32(1), 9-14. https://doi.org/10.1016/j.cemconcomp.2009.09.005
Fan, C. C., Huang, R., Hwang, H., & Chao, S. J. (2015). The effects of different fine recycled concrete aggregates on the properties of mortar. Materials, 8(5), 2658-2672.
Kekanovi?, M., Kukaras, D., ?eh, A., & Karaman, G. (2014). Lightweight concrete with recycled ground expanded polystyrene aggregate. Tehni?ki vjesnik, 21(2), 309-315.
Khoso, S., Naqash, M. T., Sadaf, S. H. E. R., & Saeed, Z. (2018). An experimental study on fiberly reinforced concrete using polypropylene fibre with virgin and recycled road aggregate. Architecture, Civil Engineering, Environment, 11(1), 73-80.
Korkiala-Tanttu, L., Forsman, J., Dettenborn, T., Känkänen, R., & Niemelin, T. (2017). Environmentally sustainable use of recycled crushed concrete aggregate in earthworks Fin-C2M micropiles View project THEBES-THMC Behaviour of the Swelling Clay Barriers View project Environmentally sustainable use of recycled crushed concrete aggregate in.
Hariyani, S. (2009) Building Materials, Pontianak State Polytechnic
Mc Nei, K., & Kang, T. H. Recycled concrete aggregate: A Review. Volume, 7, 61-69.
Ministry of Public Works. (2007). General Specification Draft for Roads and Bridges Division VI Paved Paving, April 2007 Edition, Jakarta eprints.undip.ac.id/34219/3/1756
Mindeguia, J. C., Pimienta, P., Carré, H., & La Borderie, C. (2012). On the influence of aggregate nature on concrete behaviour at high temperature. European Journal of Environmental and Civil Engineering, 16(2), 236-253.
Morel, J. C., Pkla, A., & Walker, P. (2007). Compressive strength testing of compressed earth blocks. Construction and Building materials, 21(2), 303-309. https://doi.org/10.1016/j.conbuildmat.2005.08.021
Nurkertamanda, D., Adiputra, I. N., Tirtayasa, K., & Adiatmika, I. P. G. (2017). Enggrong modification reduces low back pain risk on sand workers. International Research Journal of Engineering, IT & Scientific Research, 3(6), 31-38.
Papayianni, I., & Anastasiou, E. (2012). Realizarea unui beton cu pre? redus, pentru pavaje rutiere. Revista Romana de Materiale/ Romanian Journal of Materials, 42(1), 11–15.
Parra, C., Valcuende, M., & Gómez, F. (2011). Splitting tensile strength and modulus of elasticity of self-compacting concrete. Construction and Building materials, 25(1), 201-207. https://doi.org/10.1016/j.conbuildmat.2010.06.037
Pirmohammad, S., Khoramishad, H., & Ayatollahi, M. R. (2016). Effects of asphalt concrete characteristics on cohesive zone model parameters of hot mix asphalt mixtures. Canadian Journal of Civil Engineering, 43(3), 226-232.
Rétrospective, U. N. E. (n.d.). Keywords: Concrete, road, design, mix, abrasion, traffic safety. 14, 9–20.
Riedel, W., Wicklein, M., & Thoma, K. (2008). Shock properties of conventional and high strength concrete: Experimental and mesomechanical analysis. International Journal of Impact Engineering, 35(3), 155-171. https://doi.org/10.1016/j.ijimpeng.2007.02.001
Silva, R. V., De Brito, J., & Dhir, R. K. (2014). Properties and composition of recycled aggregates from construction and demolition waste suitable for concrete production. Construction and Building Materials, 65, 201-217. https://doi.org/10.1016/j.conbuildmat.2014.04.117
Strza?kowski, J., & Garbali?ska, H. (2020). The effect of aggregate shape on the properties of concretes with silica fume. Materials, 13(12), 2780.
Sukirman, S. (1999). Perkerasan lentur jalan raya.
Sukirman, S. (2003). Hot Mixed Asphalt Concrete, Granite, Jakarta
Sukirman, S. (2020). Thick Planning of Flexible Paving Structure, Nova, Bandung.
Tanyildizi, H., & Coskun, A. (2008). The effect of high temperature on compressive strength and splitting tensile strength of structural lightweight concrete containing fly ash. Construction and building materials, 22(11), 2269-2275. https://doi.org/10.1016/j.conbuildmat.2007.07.033Tjokrodimuljo, K. (1996), Materials Technology, Nafiri Publishers, Yogyakarta.
Toklu, K., & Yazicio?lu, S. (2020). The Effect of aggregate size and cure conditions on the engineering properties of concrete. Turkish Journal of Science and Technology, 15(2), 127-137.
Zaharieva, R., Buyle-Bodin, F., & Wirquin, E. (2004). Frost resistance of recycled aggregate concrete. Cement and Concrete Research, 34(10), 1927-1932. https://doi.org/10.1016/j.cemconres.2004.02.025
Zhang, H., Anupam, K., Scarpas, A., & Kasbergen, C. (2018). Comparison of different micromechanical models for predicting the effective properties of open graded mixes. Transportation Research Record, 2672(28), 404-415.
Zhao, Z., Remond, S., Damidot, D., & Xu, W. (2015). Influence of fine recycled concrete aggregates on the properties of mortars. Construction and Building Materials, 81, 179–186.
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