Exploring the Experimental Design and Statistical Modeling of Cementitious Composite Systems Using Various Sampling Methods
Source abstract
Abstract
Advances in the development of concrete materials have led to increasingly complicated composite systems. Investigation of such complex systems by traditional sampling methods requires a large sample size to understand the influence and interactions of all important factors, and conducting full size experiments with a large number of samples could be onerous and expensive. To devise more efficient experimental design and statistical modeling, this study explores the use of alternative sampling methods, and two space filling techniques, Latin hypercube and space packing, are adopted to investigate a cementfly ash-silica fume ternary paste system. The applicability of these space filling sampling methods was tested by modeling the material performance – evaluated here using microhardness – of the ternary paste system using Response Surface Methodology. It was found that the space filling design methods and microhardness test were non-ideal and provided poor results in their corresponding models due to relatively large noise caused by the proximity between sample points. However, Response Surface Methodology was confirmed to be not only a convenient tool for modeling the performance of composite systems but also a means for comparing sampling methods by their model accuracy.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Graduate School of Frontier Sciences, The University of Tokyo, 5 Chome-1-5 Kashiwanoha, Kashiwa, Chiba, 277-8561, Japan.
Department of Civil Engineering, Shibaura Institute of Technology, Toyosu 3-7-5, Koto-ku, Tokyo, 135-8548, Japan.
Department of Civil Engineering and Technology, MSU – Iligan Institute of Technology, A. Bonifacio Avenue, Tibanga, Iligan City, 9200, Republic of the Philippines.
References (47)
Show source-provided references
1. 1) Andrew, R. M., (2018). “Global CO2 emissions from cement production.” Earth System Science Data, 10(1), 195.10.5194/essd-10-195-2018 ↗
2. 2) ASTM E384-17, (2017). “Standard test method for microindentation hardness of materials.” West Conshohocken, PA: ASTM International.
3. 3) Awolusi, T. F., Oke, O. L., Akinkurolere, O. O. and Sojobi, A. O., (2019). “Application of response surface methodology: Predicting and optimizing the properties of concrete containing steel fibre extracted from waste tires with limestone powder as filler.” Case studies in Construction Materials, 10, e00212.10.1016/j.cscm.2018.e00212 ↗
4. 4) Barbhuiya, S. A., Gbagbo, J. K., Russell, M. I. and Basheer, P. A. M., (2009). “Properties of fly ash concrete modified with hydrated lime and silica fume.” Construction and Building Materials, 23(10), 3233-3239.10.1016/j.conbuildmat.2009.06.001 ↗
5. 5) Barbuta, M. and Lepadatu, D., (2008). “Mechanical characteristics investigation of polymer concrete using mixture design of experiments and response surface method.” Journal of Applied Sciences, 8(12), 2242-2249.10.3923/jas.2008.2242.2249 ↗
6. 6) Bentur, A., Goldman, A. and Cohen, M. D., (1987). “The contribution of the transition zone to the strength of high quality silica fume concretes.” MRS Online Proceedings Library Archive, 114.10.1557/PROC-114-97 ↗
7. 7) Box, G. E. P., Hunter, J. S. and Hunter, W. G., (2005). “Statistics for experimenters: Design, innovation, and Discovery.” 2nd Edition. New Jersey: Wiley.
8. 8) Box, G. E. P. and Wilson, K. B., (1951). “On the experimental attainment of optimum conditions (with discussion).” Journal of the Royal Statistical Society, Series B, 13(1), 1-45.10.1111/j.2517-6161.1951.tb00067.x ↗
9. 9) Czitrom, V., (1999). “One-factor-at-a-time versus designed experiments.” American Statistician, 53, 2.10.2307/2685731 ↗
10. 10) Elevado, K. J. T., Galupino, J. G. and Gallardo, R. S., (2019). “Compressive strength optimization of concrete mixed with waste ceramics and fly ash.” International Journal, 16(53), 135-140.10.21660/2019.53.14268 ↗
11. 11) Fang, K. T., Ma, C. X. and Winker, P., (2002). “Centered L2-discrepancy of random sampling and Latin hypercube design, and construction of uniform designs.” Mathematics of Computation, 71(237), 275-296.10.1090/S0025-5718-00-01281-3 ↗
12. 12) Fang, K. T. and Wang, Y., (1993). “Number-theoretic methods in statistics.” Monographs on Statistics and Applied Probability 51, Chapman and Hall/CRC, 344.
13. 13) Feldman, R. F. and Cheng-yi, H., (1985a). “Properties of Portland cement-silica fume pastes II. Mechanical properties.” Cement and Concrete Research, 15(6), 943-952.10.1016/0008-8846(85)90083-3 ↗
14. 14) Feldman, R. F. and Cheng-Yi, H., (1985b). “Properties of Portland cement-silica fume pastes I. Porosity and surface properties.” Cement and Concrete Research, 15(5), 765-774.10.1016/0008-8846(85)90141-3 ↗
15. 15) Fisher, R. A., (1971) [1935]. “The design of experiments.” 9th ed., Macmillan.
16. 16) Ghezal, A. and Khayat, K. H., (2002). “Optimizing self-consolidating concrete with limestone filler by using statistical factorial design methods.” Materials Journal, 99(3), 264-272.10.14359/11972 ↗
17. 17) Habibi, A., Ramezanianpour, A. M., Mahdikhani, M. and Bamshad, O., (2021). “RSM-based evaluation of mechanical and durability properties of recycled aggregate concrete containing GGBFS and silica fume.” Construction and Building Materials, 270, 121431..10.1016/j.conbuildmat.2020.121431 ↗
18. 18) Henry, M., Hagiwara, K., Nishimura, T. and Kato, Y., (2011). “Effect of recycled aggregate quality on variation and estimation of concrete strength.” Proceedings of the Japan Concrete Institute, 33(1), 1535-1540.
19. 19) Jin, R., Chen, W. and Sudjianto, A., (2005). “An efficient algorithm for constructing optimal design of computer experiments.” Journal of Statistical Planning and Inference, 134, 268– 287.10.1016/j.jspi.2004.02.014 ↗
20. 20) Johnson, M. E., Moore, L. M. and Ylvisaker, D., (1990). “Minimax and maximin distance designs.” Journal of Statistical Planning and Inference, 26, 131–148.10.1016/0378-3758(90)90122-B ↗
21. 21) Joseph, V. R., (2016). “Space-filling designs for computer experiments: A review.” Quality Engineering, 28(1), 28-35.10.1080/08982112.2015.1100447 ↗
22. 22) Khan, M. I. and Lynsdale, C. J., (2002). “Strength, permeability, and carbonation of high-performance concrete.” Cement and Concrete Research, 32(1), 123-131.10.1016/S0008-8846(01)00641-X ↗
23. 23) McKay, M. D., Beckman, R. J. and Conover, W. J., (1979). “Comparison of three methods for selecting values of input variables in the analysis of output from a computer code.” Technometrics, 21(2), 239-245.10.1080/00401706.1979.10489755 ↗
24. 24) Mehta, K. P., (2001). “Reducing the environmental impact of concrete.” Concrete international, 23(10), 61-66.10.1520/CCA10085J ↗
25. 25) Mehta, P. K. and Gjørv, O. E., (1982). “Properties of Portland cement concrete containing fly ash and condensed silica-fume.” Cement and Concrete Research, 12(5), 587-595.10.1016/0008-8846(82)90019-9 ↗
26. 26) Mohammed, B. S., Khed, V. C. and Nuruddin, M. F., (2018). “Rubbercrete mixture optimization using response surface methodology.” Journal of Cleaner Production, 171, 1605-1621.10.1016/j.jclepro.2017.10.102 ↗
27. 27) Owen, A., (1994). “Controlling correlations in Latin hypercube samples.” Journal of the American Statistical Association, 89, 1517-1522.10.1080/01621459.1994.10476891 ↗
28. 28) Oyebisi, S. O., Ede, A. N. and Olutoge, F. A., (2021). “Optimization of design parameters of slag-corncob ash-based geopolymer concrete by the central composite design of the response surface methodology.” Iranian Journal of Science and Technology, Transactions of Civil Engineering, 45(1), 27-42.10.1007/s40996-020-00470-1 ↗
29. 29) Pronzato, L. and Müller, W. G., (2012). “Design of computer experiments: space filling and beyond.” Statistics and Computing, 22(3), 681-701.10.1007/s11222-011-9242-3 ↗
30. 30) Radlinski, M. and Olek, J., (2012). “Investigation into the synergistic effects in ternary cementitious systems containing Portland cement, fly ash and silica fume.” Cement and Concrete Composites, 34(4), 451-459.10.1016/j.cemconcomp.2011.11.014 ↗
31. 31) Senthil Kumar, K. and Baskar, K., (2014). “Response surfaces for fresh and hardened properties of concrete with e-waste (HIPS).” Journal of Waste Management, 2014, 517219.10.1155/2014/517219 ↗
32. 32) Revathi, T., Jeyalakshmi, R., Rajamane, N. P. and Baskarasundararaj, J., (2018). “Application of response surface methodology: optimum mix design of fly ash geopolymer mortar, a Portland cement free binder for sustainable construction.” Int J ChemTech Res, 11(1), 13-22.
33. 33) Rosenberg, A. M. and Gaidis, J. M., (1989). “New mineral admixtures for high-strength concrete.” Concrete International, 11(4), 31-36.
34. 34) Siddique, R. and Khan, M. I., (2011). “Supplementary cementing materials.” Springer Science and Business Media.10.1007/978-3-642-17866-5 ↗
35. 35) Simon, M. J., (2003). “Concrete mixture optimization using statistical methods: final report, (FHWA-RD-03-060).” USA: FHWA (Infrastructure R&D) and NIST (Building materials div. and statical eng. div.).
36. 36) Şimşek, B., Tansel Ic, Y. and Şimşek, E. H., (2016). “A RSM-based multi-response optimization application for determining optimal mix proportions of standard ready-mixed concrete.” Arabian Journal for Science and Engineering, 41, 1435-1450.10.1007/s13369-015-1987-0 ↗
37. 37) Shahmansouri, A. A., Nematzadeh, M. and Behnood, A., (2021). “Mechanical properties of GGBFS-based geopolymer concrete incorporating natural zeolite and silica fume with an optimum design using response surface method.” Journal of Building Engineering, 36, 102138.10.1016/j.jobe.2020.102138 ↗
38. 38) Shewry, M. C. and Wynn, H. P., (1987). “Maximum entropy sampling.” Journal of applied statistics, 14(2), 165-170.10.1080/02664768700000020 ↗
39. 39) Soudki, K. A., El-Salakawy, E. F. and Elkum, N. B., (2001). “Full factorial optimization of concrete mix design for hot climates.” Journal of materials in civil engineering, 13(6), 427-433..10.1061/(ASCE)0899-1561(2001)13:6(427) ↗
40. 40) Statistical Analysis System, (2020). “JMP online guide.” Avairable from: .
41. 41) Taguchi, G., (1960). “Tables of orthogonal arrays and linear graphs.” Rep.statist.appl.res.un.jap.sci.engrs, 1-52.
42. 42) Toutanji, H. A. and El-Korchi, T., (1995). “The influence of silica fume on the compressive strength of cement paste and mortar.” Cement and Concrete Research, 25(7), 1591-1602.10.1016/0008-8846(95)00152-3 ↗
43. 43) U.S. Geological Survey, (2020). “Cement Statistics and Information.” Available from: .
44. 44) Vazquez, E. and Bect, J., (2011). “Sequential search based on kriging: convergence analysis of some algorithms.” Cornall University, arXiv:1111.3866 [math. ST].
45. 45) WBCSD, (2009). “The cement sustainability initiative, Recycling concrete.” Switzerland: World Business Council for Sustainable Development. Available from: .
46. 46) Weyl, H., (1916). “Ueber die Gleichverteilung von Zahlen mod. Eins.” Math. Ann., 77(3), 313-352.10.1007/BF01475864 ↗
47. 47) Ye, K. Q., (1998). “Orthogonal column Latin hypercubes and their application in computer experiments.” Journal of the American Statistical Association, 93(444), 1430-1439.10.1080/01621459.1998.10473803 ↗