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Journal articles on the topic 'Mix design'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Gupta, Sakshi. "Concrete Mix Design Using Artificial Neural Network." Journal on Today's Ideas-Tomorrow's Technologies 1, no. 1 (2013): 29–43. http://dx.doi.org/10.15415/jotitt.2013.11003.

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2

Fakoyede, Peter Dayo, Abdulsalam Olamilekan Oparinde, Olaniyi Benjamin Adeleke, et al. "Comparison of Coren mix design with other international mix (ACI and DoE) design methods." World Journal of Advanced Research and Reviews 23, no. 01 (2024): 2522–39. https://doi.org/10.30574/wjarr.2024.23.1.2230.

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Because of its quality, which allows for veracities, Today, concrete is the most frequently utilized civil engineering material. Concrete has a low tensile strength and a high compressive strength. Even though Nigeria is Africa's giant, it has been discovered that its local contractor does not have a well-used standard mix procedure. Local Nigerian contractors have relied on an international mix. COREN recently established a mix design. It is critical that we determine whether this design process will be suitable for usage by local contractors. To assess the effectiveness of the published loca

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3

Peter, Dayo Fakoyede, Abdulsalam Olamilekan Oparinde, Olaniyi Benjamin Adeleke, et al. "Comparison of Coren mix design with other international mix (ACI and DoE) design methods." World Journal of Advanced Research and Reviews 23, no. 1 (2024): 2522–39. https://doi.org/10.5281/zenodo.14822993.

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Because of its quality, which allows for veracities, Today, concrete is the most frequently utilized civil engineering material. Concrete has a low tensile strength and a high compressive strength. Even though Nigeria is Africa's giant, it has been discovered that its local contractor does not have a well-used standard mix procedure. Local Nigerian contractors have relied on an international mix. COREN recently established a mix design. It is critical that we determine whether this design process will be suitable for usage by local contractors. To assess the effectiveness of the published loca

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4

Swamy, Aravind Krishna, and Animesh Das. "Optimal proportioning for hot recycled mix design under Superpave mix design consideration." Canadian Journal of Civil Engineering 36, no. 9 (2009): 1470–77. http://dx.doi.org/10.1139/l09-096.

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While performing recycled (central plant) hot mix design as per Superpave mix design criteria, the quantity of reclaimed asphalt pavement (RAP) is either assumed fixed, or estimated from other fixed parameter(s). In either of the cases, the constituent (RAP, virgin binder, and virgin aggregates) proportions may not necessarily represent a cost-optimal situation. The present paper develops a generalized formulation for preliminary constituent proportioning of hot recycled mix following Superpave criteria. Through this formulation an optimal solution for mix proportion can be obtained, where the

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5

Kukade, Manisha S., Trupti S. Joshi, and Sumit D. Sanghani. "Concept of Regression Analysis in Concrete Mix Design." International Journal of Trend in Scientific Research and Development Volume-2, Issue-2 (2018): 1412–17. http://dx.doi.org/10.31142/ijtsrd10708.

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6

Dinis-Almeida, Marisa, João Castro-Gomes, Maria de Lurdes Antunes, and Luís Vieira. "Mix design and performance of warm-mix recycled asphalt." Proceedings of the Institution of Civil Engineers - Construction Materials 167, no. 4 (2014): 173–81. http://dx.doi.org/10.1680/coma.12.00054.

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7

Kumar, Rajiv, and Teiborlang Lyngdoh Ryntathiang. "New Laboratory Mix Methodology of Microsurfacing and Mix Design." Transportation Research Procedia 17 (2016): 488–97. http://dx.doi.org/10.1016/j.trpro.2016.11.098.

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8

Kamble, Rutika. "Combined Grade Concrete Mix Design." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 452–57. http://dx.doi.org/10.22214/ijraset.2023.53685.

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Abstract: The process of selecting suitable ingredients of concrete and determining their relative amounts with an objective of producing a concrete of required strength, durability, and workability as economically as possible is termed as concrete mix design. Here we are doing concrete mix design of M240, M40PT, M50 grade by adding various types of admixtures and get more strength as well as it’s become less time consuming mix design as far as time is concern. Concrete mix design is a wellestablished practice around the world. All developed countries, as well as many developing countries, hav

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9

Peter Dayo Fakoyede, Oparinde Abdulsalam Olamilekan, Adeleke Olaniyi Benjamin, et al. "Comparison of Coren mix design with other international mix (ACI and DoE) design methods." World Journal of Advanced Research and Reviews 23, no. 1 (2024): 2522–39. http://dx.doi.org/10.30574/wjarr.2024.23.1.2230.

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Because of its quality, which allows for veracities, Today, concrete is the most frequently utilized civil engineering material. Concrete has a low tensile strength and a high compressive strength. Even though Nigeria is Africa's giant, it has been discovered that its local contractor does not have a well-used standard mix procedure. Local Nigerian contractors have relied on an international mix. COREN recently established a mix design. It is critical that we determine whether this design process will be suitable for usage by local contractors. To assess the effectiveness of the published loca

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10

Abriantoro, Adji Putra, and J. Rajes Khana. "Optimasi Mix Design Beton Melalui Teknologi Machine Learning." Jurnal Rekayasa Infrastruktur 9, no. 2 (2023): 94–107. http://dx.doi.org/10.31943/jri.v9i2.228.

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The concrete mix design is a crucial step in ensuring the quality of concrete used in construction projects. Traditional mix design methods rely on trial and error, which can be time-consuming and escalate construction costs. In recent years, machine learning technology has been developed to predict concrete properties and optimize mix designs for high-quality concrete. This study aims to explore the application of machine learning in high-quality concrete mix design, considering theoretical conditions, methods, and related research. The focus of this research is to test the use of machine lea

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11

Shirayama, Kazuhisa. "Development of Concrete Mix Design." Concrete Journal 35, no. 4 (1997): 18–24. http://dx.doi.org/10.3151/coj1975.35.4_18.

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12

Bhat, S. T., and C. W. Lovell. "Mix Design for Flowable Fill." Transportation Research Record: Journal of the Transportation Research Board 1589, no. 1 (1997): 26–28. http://dx.doi.org/10.3141/1589-04.

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The grout-like material called flowable fill has experienced new popularity, particularly the controlled low-strength material variety, which is easily excavated. The properties ordinarily desired of the mix are: (a) flow under gravity; (b) hardening for early walkability and cover; and (c) ultimate strength low enough to allow ready excavation. Flowability of fresh material is evaluated in a simple spread test. Hardening is measured by a mortar penetrometer, and these values are correlated with unconfined compressive strength. It is desirable to keep the ultimate strength to less than 1 035 k

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13

HUGHES, B. P., and M. N. A. AL ANI. "MIX DESIGN FOR PFA CONCRETE." Proceedings of the Institution of Civil Engineers 88, no. 4 (1990): 639–68. http://dx.doi.org/10.1680/iicep.1990.8322.

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14

Furuya, Tatsumi, Takaaki Satake, and Yoshlyuki Minami. "Evolutionary programming for mix design." Computers and Electronics in Agriculture 18, no. 2-3 (1997): 129–35. http://dx.doi.org/10.1016/s0168-1699(97)00025-2.

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15

Choi, Ying-Kit, and Jeffrey L. Groom. "RCC Mix Design—Soils Approach." Journal of Materials in Civil Engineering 13, no. 1 (2001): 71–76. http://dx.doi.org/10.1061/(asce)0899-1561(2001)13:1(71).

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16

Okere, C. E. "Simplex-Based Concrete Mix Design." IOSR Journal of Mechanical and Civil Engineering 5, no. 2 (2013): 46–55. http://dx.doi.org/10.9790/1684-0524655.

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17

K., Chaitanya Kumar. "Experimental Investigation on Mix Proportion Design for Foam Concrete." International Journal of Psychosocial Rehabilitation 24, no. 5 (2020): 3008–18. http://dx.doi.org/10.37200/ijpr/v24i5/pr202006.

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18

Sinha, Dr Deepa A. "Compressive Strength of Concrete using Different Mix Design Methods." Indian Journal of Applied Research 4, no. 7 (2011): 216–17. http://dx.doi.org/10.15373/2249555x/july2014/66.

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19

Majeed Omar, Sardar, Burhan Muhammed Sharif, and Hemn Unis Ahmed. "Comparison Study between Marshall and Superpave Mix Design Methods." Halabja University Journal 6, no. 1 (2016): 330–47. http://dx.doi.org/10.32410/huj-10376.

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20

Lee, Jong-Sub, Sang-Yum Lee, and Tri Ho Minh Le. "Developing Performance-Based Mix Design Framework Using Asphalt Mixture Performance Tester and Mechanistic Models." Polymers 15, no. 7 (2023): 1692. http://dx.doi.org/10.3390/polym15071692.

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This paper proposes a performance-based mix design (PBMD) framework to support performance-related specifications (PRS) needed to establish relationships between acceptable quality characteristics (AQCs) and predicted performance, as well as to develop fatigue-preferred, rutting-preferred, and performance-balanced mix designs. The framework includes defining performance tests and threshold values, developing asphalt mix designs, identifying available performance levels, conducting sensitivity analysis, establishing the relationships between AQCs and predicted performance, and determining perfo

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21

Moslehi, Abbas, Mohammad Ali Dashti Rahmatabadi, and Hosein Arman. "Determination of Optimized Mix Design of Reactive Powder Concrete." Advances in Civil Engineering 2023 (February 7, 2023): 1–14. http://dx.doi.org/10.1155/2023/4421095.

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There are different types of reactive powder concrete (RPC) and researchers continue to develop better-quality mix designs. This research presents an integrated approach for RPC mix design. For this purpose, 13 RPC mix designs were collected according to expert opinion and laboratory samples and were tested in this study for validation of the characteristics of compressive strength and water absorption. The samples were then ranked using the simple additive weighting (SAW) method, and three highest-quality RPCs were selected for the Taguchi method. These RPCs were used to prepare 27 experiment

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22

Cong, Ling, Daniel Swiertz, and Hussain Bahia. "Mix Design Factors to Reduce Noise in Hot-Mix Asphalt." Transportation Research Record: Journal of the Transportation Research Board 2372, no. 1 (2013): 17–24. http://dx.doi.org/10.3141/2372-03.

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23

Dash, Swayam Siddha, and Mahabir Panda. "Influence of mix parameters on design of cold bituminous mix." Construction and Building Materials 191 (December 2018): 376–85. http://dx.doi.org/10.1016/j.conbuildmat.2018.10.002.

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24

Hermann, Radek, Rostislav Drochytka, Jiří Kolísko, and Pavel Reiterman. "OPTIMIZATION OF MIX-DESIGN OF CHEMICALLY RESISTANT SPRAYED CONCRETE." Acta Polytechnica CTU Proceedings 22 (July 25, 2019): 26–30. http://dx.doi.org/10.14311/app.2019.22.0026.

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This paper addresses optimization of mix-design and granulometric curves of aggregate of chemically resistant cementitious sprayed mix. The target of the paper is to improve properties of currently developed mix-design, which has no chemical resistance, and to utilize the secondary raw materials. The mix was optimized by additions improving chemical resistance and binder substituted by secondary raw materials. The binder was substituted by finely ground waste glass and high-temperature fly ash. Filler was substituted with slag from deposit yard and waste sand with soluble glass from steel manu

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25

James, Robert S., L. Allen Cooley, and Shane Buchanan. "Development of Mix Design Criteria for 4.75-mm Superpave® Mixes." Transportation Research Record: Journal of the Transportation Research Board 1819, no. 1 (2003): 125–33. http://dx.doi.org/10.3141/1819b-16.

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The Superpave® mix design system includes design criteria for a range of mixes with nominal maximum aggregate sizes (NMASs) between 9.5 and 37.5 mm. Many agencies in the United States have expressed an interest in using a 4.75-mm NMAS mix. Such a mix could provide benefits; that is, it should provide a very smooth riding surface, could be used for thin lift applications, could correct surface defects (leveling), could decrease construction time, could provide a use for manufactured screening stockpiles, and could provide a very economical surface mix for facilities with low traffic volumes. A

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26

Raut, Ku Priyanka M., and Dr R. M. Deshmukh. "Low Power Mix Logic Design Using Line Decoder: A Review." International Journal of Trend in Scientific Research and Development Volume-2, Issue-4 (2018): 976–80. http://dx.doi.org/10.31142/ijtsrd14146.

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27

Hu, Sheng, Fujie Zhou, and Thomas Scullion. "Factors that Affect Cracking Performance in Hot-Mix Asphalt Mix Design." Transportation Research Record: Journal of the Transportation Research Board 2210, no. 1 (2011): 37–46. http://dx.doi.org/10.3141/2210-05.

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28

Dinis-Almeida, Marisa, João Castro-Gomes, and Maria de Lurdes Antunes. "Mix design considerations for warm mix recycled asphalt with bitumen emulsion." Construction and Building Materials 28, no. 1 (2012): 687–93. http://dx.doi.org/10.1016/j.conbuildmat.2011.10.053.

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29

Heijmans, Ad. "The Right Mix." Mechanical Engineering 131, no. 03 (2009): 46–48. http://dx.doi.org/10.1115/1.2009-mar-5.

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This review explores the use of computation fluid dynamics (CFD) tools embedded in its computer-aided design (CAD) software to create a right mix of gas and air for a wide range of applications. The new tools provide the ability to evaluate the performance of many potential alternatives in the initial stages of the design process. Early stage analysis makes it possible to improve the performance of the product and resolve design problems quickly and before large sums have been spent on a design that must be changed. The review also discusses that several best practices can help ensure the accu

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30

Arezina, Vera. "MIX METHODS IN POLITICAL SCIENCES." SCIENCE International Journal 2, no. 4 (2023): 209–12. http://dx.doi.org/10.35120/sciencej0204209a.

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This publication highlights the mix methods in political sciences methodology. Mix methods are defined as `mixing` both qualitative and qualitative methods, or their elements or integration of some elements. Qualitative methods are interpretive and refers to interviews, focus groups, qualitative date analysis and other methods in order to determine the categories, patterns and, mostly important, the participant`s meanings. Quantitative methods are survey and experiment. Survey is used to describe numerically a trend or certain opinion, while in experiment the goal is to identify the outcome, i

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31

Kumar, Vikas, Erdem Coleri, Ihsan Obaid, Anda Ligia Belc, and Alex James Sutherland. "Selection of Durable, Environmentally Friendly, and Cost-Effective Asphalt Mixtures." Materials 15, no. 14 (2022): 4873. http://dx.doi.org/10.3390/ma15144873.

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In recent years, due to the advent of several additives and innovations, asphalt mix design has become more complex. The mixes meeting the volumetric mix design requirements may still fail prematurely in the field. Thus, a transition from a simplistic volumetric-based mix design to a performance-based mix design is required, which was also envisioned in the Strategic Highway Research Program (SHRP) and Superpave mix design. In addition to performance verification, asphalt mix designs should also be evaluated for the life-cycle costs and environmental impact to encourage durable as well as sust

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32

YAMASHINA, Hajime, Kazuo MATSUNIOTO, Keiji MITSCYUKI, and Kenjiro OKAMURA. "Modeling mix flexibility for FMS design." Journal of the Japan Society for Precision Engineering 53, no. 7 (1987): 1080–85. http://dx.doi.org/10.2493/jjspe.53.1080.

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33

Khalid A. Zakaria, Dr, and Mohammad Hatem Mohammad. "Graphical Method of Concrete Mix Design." AL-Rafdain Engineering Journal (AREJ) 19, no. 3 (2011): 1–12. http://dx.doi.org/10.33899/rengj.2011.26991.

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34

Laskar, Aminul Islam. "Mix design of high-performance concrete." Materials Research 14, no. 4 (2011): 429–33. http://dx.doi.org/10.1590/s1516-14392011005000088.

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35

Nunes, Sandra, Paula Milheiro-Oliveira, Joana Sousa Coutinho, and Joaquim Figueiras. "Robust SCC Mixes through Mix Design." Journal of Materials in Civil Engineering 25, no. 2 (2013): 183–93. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0000592.

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36

Wu, Xianhu, Lingling Gao, and Shoujun Du. "Mix Proportion Design of Asphalt Concrete." IOP Conference Series: Materials Science and Engineering 275 (December 2017): 012019. http://dx.doi.org/10.1088/1757-899x/275/1/012019.

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37

Amin, Jawadul, Rahul Acharjee, Mariya Hossain, Ahanaf Tahmid, and Sharmin Reza Chowdhury. "FACTORS AFFECTING MIX DESIGN OF CONCRETE." Malaysian Journal of Civil Engineering 34, no. 2 (2022): 19–28. http://dx.doi.org/10.11113/mjce.v34.18311.

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Concrete is a low-maintenance composite material that is primarily composed of cementitious material, water and gravel. It is often used construction material not only in Bangladesh but also across the world. The design of the concrete mix is a critical determinant of the qualities of the concrete. The fundamental ideas and comparative research of certain prominent concrete mix design methods from a qualitative perspective are presented in this work. Two types of concrete mix designs are used which are ACI 211.1-91 (2002) Standard and British Standard (1997) in this paper. Several factors have

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38

Alghamdi, Saleh J. "Classifying High Strength Concrete Mix Design Methods Using Decision Trees." Materials 15, no. 5 (2022): 1950. http://dx.doi.org/10.3390/ma15051950.

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Concrete mix design methods are used to determine proportions of concrete ingredients needed for certain workability and strength. Each mix design method operates under certain assumptions and suggests slightly different proportions. It is of great importance that site/construction engineers know the method by which the mix was designed. However, it can be difficult to know the designing method based solely on mix proportions. Hence, in this work, a decision trees model was used to classify high strength concrete mix design methods based on their produced concrete mix proportions. It was found

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39

Anderson, R. Michael, and Hussain U. Bahia. "Evaluation and Selection of Aggregate Gradations for Asphalt Mixtures Using Superpave." Transportation Research Record: Journal of the Transportation Research Board 1583, no. 1 (1997): 91–97. http://dx.doi.org/10.3141/1583-11.

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The design of asphalt mixtures is a complex process that requires the proper proportioning of materials to satisfy mixture volumetric and mechanical properties. The majority of time spent in the mix design process is used in evaluating and selecting aggregate gradations to meet project requirements. The latest set of requirements for asphalt mixtures is the Superpave system, developed during the Strategic Highway Research Program. This system incorporates materials selection, evaluation of trial aggregate structures, selection of design asphalt binder content, moisture sensitivity, and, in som

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40

Wu, Rongzong, John Harvey, Jeffery Buscheck, and Angel Mateos. "Development and Demonstration of Hot Mix Asphalt Design Guidance for Mix Performance-Related Specifications." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 2 (2019): 379–91. http://dx.doi.org/10.1177/0361198119826082.

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As they adopt mechanistic-empirical (ME) methods for flexible pavement design, road agencies are starting to incorporate performance-related specifications (PRS) for hot mix asphalt materials to assure that the as-built materials meet the performance requirements assumed in the pavement structural design. PRS pose new challenges for materials producers and contractors who have never had to relate volumetric mix design parameters to performance requirements such as fatigue life and rutting resistance. The objective of this paper is to describe the development of guidance for materials producers

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41

Wang, Chun, Pei Wen Hao, Rui Xia Li, and Qing Zhang. "Study on Design Method of Warm Mix Asphalt." Advanced Materials Research 374-377 (October 2011): 1813–16. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.1813.

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The paper studied on the mix design method of two different warm mix asphalt adopted Marshall test and SGC(Superpave Gyratory Conpactor) test, and analysed their differences of high temperature stability, low temperature cracking resistance performance. The results show that, for different types of warm mix asphalt, it should be taken a different test method to design. It was recommended that the design of warm mix asphalt based on surface activity agent should use Marshall method, and warm mix asphalt with the addition of organic agent should use SGC method.

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42

Mahanthi, S., M. Kantarao, S. Uma Maheswara Rao, M. Niharika, and Sk Shami Munnisa. "Sustainable mix design for 3D printable concrete." Journal of Physics: Conference Series 2779, no. 1 (2024): 012052. http://dx.doi.org/10.1088/1742-6596/2779/1/012052.

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Abstract 3D concrete printing is a new building process that has great potential for the construction industry in terms of optimizing construction time, cost, design flexibility, error reduction, and environmental factors. The most influential factor that determines successful printing is the concrete mix. This study focuses on designing a sustainable 3D printable mix and further examining its fresh and hardened mechanical properties. This study concentrated on the performance requirements for 3D printable concrete, which include printability, extrudability, and buildability. The trail mixes a

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43

Kondapally, Pavitra, Akhilesh Chepuri, Venkata Prasad Elluri, and B. Siva Konda Reddy. "Optimization of concrete mix design using genetic algorithms." IOP Conference Series: Earth and Environmental Science 1086, no. 1 (2022): 012061. http://dx.doi.org/10.1088/1755-1315/1086/1/012061.

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Abstract Most of the engineering construction projects of bridges, dams consume huge quantities of concrete and other materials. Economical design can be better achieved by optimising the quantities of materials without affecting functionalities of structures. Minimising the proportions or quantities of materials without affecting its functional characteristics in a concrete mix results in most cost efficient design process. This study presents the technique of optimisation of concrete mix design applying Genetic Algorithms using a developed MATLAB program. Concrete mix design was performed fo

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44

Guler, Murat. "Effects of Mix Design Variables on Mechanical Properties of Hot Mix Asphalt." Journal of Transportation Engineering 134, no. 3 (2008): 128–36. http://dx.doi.org/10.1061/(asce)0733-947x(2008)134:3(128).

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45

Yin, Fan, Amy Epps Martin, and Edith Arámbula-Mercado. "Warm-Mix Asphalt Moisture Susceptibility Evaluation for Mix Design and Quality Assurance." Transportation Research Record: Journal of the Transportation Research Board 2575, no. 1 (2016): 39–47. http://dx.doi.org/10.3141/2575-05.

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46

Bressi, Sara, A. G. Dumont, and M. N. Partl. "An advanced methodology for the mix design optimization of hot mix asphalt." Materials & Design 98 (May 2016): 174–85. http://dx.doi.org/10.1016/j.matdes.2016.03.003.

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47

Lee, Sangyum, Cheolmin Baek, and Je-Jin Park. "Performance-based mix design of unmodified and lime-modified hot mix asphalt." Canadian Journal of Civil Engineering 39, no. 7 (2012): 824–33. http://dx.doi.org/10.1139/l2012-067.

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This paper presents the performance evaluation of unmodified and lime-modified hot mix asphalt (HMA) mixtures at varying asphalt content using asphalt mixture performance test developed from National Cooperative Highway Research Program project 9-19 and 9-29 and the viscoelastic continuum damage finite element analysis. Test methods adopted in this study are the dynamic modulus test for stiffness, the triaxial repeated load permanent deformation test for rutting, and the direct tension test for fatigue cracking. The findings from this study support conventional understanding of the effects of

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48

Buchanan, M. Shane, and Thomas D. White. "Hot Mix Asphalt Mix Design Evaluation Using the Corelok Vacuum-Sealing Device." Journal of Materials in Civil Engineering 17, no. 2 (2005): 137–42. http://dx.doi.org/10.1061/(asce)0899-1561(2005)17:2(137).

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49

F., O. Idagu, O. Onwuka D., S. Onwuka U., and I. Arimanwa J. "THE FLEXURAL STRENGTH OF BASALT CONCRETE MIX COMPARED WITH GRANITE CONCRETE MIX." Engineering and Technology Journal 8, no. 04 (2023): 2124–29. https://doi.org/10.5281/zenodo.7852128.

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This work aims at comparing the flexural strength of basalt concrete mix with granite concrete mix. A total of 24 concrete beam specimen of breadth 100mm, depth 100mm and length 500mm were made in the laboratory. The British standard mix design method was used to obtain four different mix designs for batching the ingredients comprising ordinary Portland cement, river sand, water, granite and basalt with two mix designs each corresponding to basalt and granite samples. The specimens were cured for 28 days and tested for flexural strength. The results show higher values of flexural strength for

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50

Dave, Shemal V., and Ankur Bhogayata. "The strength oriented mix design for geopolymer concrete using Taguchi method and Indian concrete mix design code." Construction and Building Materials 262 (November 2020): 120853. http://dx.doi.org/10.1016/j.conbuildmat.2020.120853.

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