A Study of Setting Time of Cement Paste, Workability and Compressive Strength of Mortar Mixed with Concentrated Latex
Main Article Content
Abstract
The objective of this research is to study the physical and mechanical properties of cement paste and mortar mixed with the Low Ammonia Concentrate Latex (LA-TZ). For physical properties, the normal consistency and the initial setting time of the cement paste samples are determined as well as the workability of the mortar samples. For the mechanical properties, the compressive strength of mortar mixed with concentrated latex are studied at the ages of 3, 7, 14, and 28 days. The replacement ratios of concentrated latex were 0.5, 1.0, 1.5, and 2.0 percent by weight of water. The results of the experiment showed that concentrated latex causes the cement paste to require more water content to obtain the normal consistency condition as well as the increasing of the initial setting time. It also causes the flow value of the mortar to be increased as well. It continues to increase water requirement to maintain the flow value of 110±5 period. It is also found that replacing concentrated latex at a ratio of 1.0 percent by weight of water is the most appropriate replacement rate because it provides the highest compressive strength after the control mixture. The compressive strength of the mortar at the age of 28 days to 29.7 MPa, which is sufficient for general use. Moreover, the initial setting time has been increased to 30 minutes from the control mixture, which makes the operation even more comfortable.
Article Details
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Article Accepting Policy
The editorial board of Thai-Nichi Institute of Technology is pleased to receive articles from lecturers and experts in the fields of business administration, languages, engineering and technology written in Thai or English. The academic work submitted for publication must not be published in any other publication before and must not be under consideration of other journal submissions. Therefore, those interested in participating in the dissemination of work and knowledge can submit their article to the editorial board for further submission to the screening committee to consider publishing in the journal. The articles that can be published include solely research articles. Interested persons can prepare their articles by reviewing recommendations for article authors.
Copyright infringement is solely the responsibility of the author(s) of the article. Articles that have been published must be screened and reviewed for quality from qualified experts approved by the editorial board.
The text that appears within each article published in this research journal is a personal opinion of each author, nothing related to Thai-Nichi Institute of Technology, and other faculty members in the institution in any way. Responsibilities and accuracy for the content of each article are owned by each author. If there is any mistake, each author will be responsible for his/her own article(s).
The editorial board reserves the right not to bring any content, views or comments of articles in the Journal of Thai-Nichi Institute of Technology to publish before receiving permission from the authorized author(s) in writing. The published work is the copyright of the Journal of Thai-Nichi Institute of Technology.
References
C. Kererat, W. Kroehong, S. Thaipum, and P. Chindaprasirt, “Bottom ash stabilized with cement and para rubber latex for road base applications,” Case Stud. Constr. Mater., vol. 17, Dec. 2022, Art. no. e01259, doi: 10.1016/j.cscm.2022.e01259.
M. Hoy et al., “Effect of wetting and drying cycles on mechanical strength of cement-natural rubber latex stabilized recycled concrete aggregate,” Constr. Build. Mater., vol. 394, Aug. 2023, Art. no. 132301, doi: 10.1016/j.conbuildmat.2023.132301.
P. Choi and K.-K. Yun, “Experimental analysis of latex-solid content effect on early-age and autogenous shrinkage of very-early strength latex-modified concrete,” Constr. Build. Mater., vol. 65, pp. 396–404, Aug. 2014, doi: 10.1016/j.conbuildmat.2014.05.007.
A. S. Al-Luhybi, I. A. Aziz, and K. I. Mohammad, “Experimental assessment of mechanical and physical performance of latex modified concrete with fine recycled aggregate,” Structures, vol. 48, pp. 1932–1938, Feb. 2023, doi: 10.1016/j.istruc.2023.01.069.
T. Yaowarat et al., “Improvement of flexural strength of concrete pavements using natural rubber latex,” Constr. Build. Mater., vol. 282, May 2021, Art. no. 122704, doi: 10.1016/j.conbuildmat.2021.122704.
F. Moodi, A. Kashi, A. A. Ramezanianpour, and M. Pourebrahimi, “Investigation on mechanical and durability properties of polymer and latex-modified concretes,” Constr. Build. Mater., vol. 191, pp. 145–154, Dec. 2018, doi: 10.1016/j.conbuildmat.2018.09.198.
H. Bilal, T. Chen, M. Ren, X. Gao, and A. Su, “Influence of silica fume, metakaolin & SBR latex on strength and durability performance of pervious concrete,” Constr. Build. Mater., vol. 275, Mar. 2021, Art. no. 122124, doi: 10.1016/j.conbuildmat.2020.122124.
B. Muhammad and M. Ismail, “Performance of natural rubber latex modified concrete in acidic and sulfated environments,” Constr. Build. Mater., vol. 31, pp. 129–134, Jun. 2012, doi: 10.1016/j.conbuildmat.2011.12.099.
P. Khamput and K. Suweero, “Properties of mortar mixing with medium ammonia concentrated latex,” Energy Procedia, vol. 9, pp. 559–567, Nov. 2011, doi: 10.1016/j.egypro.2011.09.065.
P. Nirot, P. Sutthiwattana, and J. Wongpa, “Effects of surfactant on compressive strength and density of concrete containing para rubber latex,” (in Thai), J. King Mongkut’s Univ. Technol. North Bangkok, vol. 33, no. 2, pp. 603–612, 2023.
B. Warinlai, U. Patipanpoomsakul, and P. Krammart, “Basic properties and carbonation of concrete with partial replacement of cement by rubber latex and limestone powder,” (in Thai), J. Ind. Technol., vol. 18, no. 2, pp. 125–142, 2002.
J. Ahmad, O. Zaid, M. S. Siddique, F. Aslam, H. Alabduljabbar, and K. M. Khedher, “Mechanical and durability characteristics of sustainable coconut fibers reinforced concrete with incorporation of marble powder,” Mater. Res. Express, vol. 8, no. 7, 2021, Art. no. 075505, doi: 10.1088/2053-1591/ac10d3.
S. Iffat, “Relation between density and compressive strength of hardened concrete,” Concrete Res. Lett., vol. 6, no. 4, pp. 182–189, Dec. 2015.
Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens), ASTM C109/C109M-20, Mar. 2020. [Online]. Available: https://www.astm.org/c0109_c0109m-20.html
Thai Industrial Standard: Hydraulic Cement, TIS 2594–2556, Thai Industrial Standards Institute, Ministry of Industry, Bangkok, Thailand, 2013.
Notification of Ministry of Industry: The Hydraulic Cement Industry Product is Specified as a Material for Making Industrial Products, Concrete and Cement Product Groups (no. 6819), B. E. 2565, Thai Government Gazette 139(282D), Ministry of Industry, Bangkok, Thailand, Dec. 1, 2022.
Standard Test Method for Amount of Water Required for Normal Consistency of Hydraulic Cement Paste, ASTM C187-16, Jun. 2023. [Online]. Available: https://www.astm.org/c0187-16.html
Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle, ASTM C191-21, Nov. 2021. [Online]. Available: https://www.astm.org/standards/c191
Standard Test Method for Flow of Hydraulic Cement Mortar, ASTM C1437-20, Oct. 2020. [Online]. Available: https://www.astm.org/c1437-20.html
Y.-C. Wei, D. Zhu, W.-Y. Xie, J.-H. Xia, M.-F. He, and S. Liao, “In-situ observation of spatial organization of natural rubber latex particles and exploring the relationship between particle size and mechanical properties of natural rubber,” Indus. Crops Prod., vol. 180, Jun. 2022, Art. no. 114737, doi: 10.1016/j.indcrop.2022.114737.
Y. Guo, K. Bao, X. Wu, D. Han, and J. Zhang, “Morphology and aggregation process of natural rubber particles,” Indus. Crops Prod., vol. 203, Nov. 2023, Art. no. 117153, doi: 10.1016/j.indcrop.2023.117153.
A. M. Neville and J. J. Brooks, Concrete Technology, 2nd ed. Harlow, England: Prentice Hall, 2010.
Y. Ohama, “Principle of latex modification and some typical properties of latex-modified mortars and concretes adhesion; binders (materials); bond (paste to aggregate); carbonation; chlorides; curing; diffusion;,” Mater. J., vol. 84, no. 6, pp. 511–518, Nov. 1987.