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Erschienen in: Innovative Infrastructure Solutions 2/2021

01.06.2021 | Technical paper

Compressive strength prediction model of high-strength concrete with silica fume by destructive and non-destructive technique

verfasst von: Rahul Biswas, Baboo Rai, Pijush Samui

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 2/2021

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Abstract

The study proposes a new model for estimating the compressive strength of high-strength concrete using destructive and non-destructive testing. The effect of silica fume replacement level and its cementing efficiency factor on compressive strength and ultrasonic pulse velocity (UPV) were experimentally examined. In the present work, the cementing efficiency factor (k) for silica fume at different percentage replacement level has been assumed, and at the constant water-to-binder ratio, the compressive strength has been obtained. An exponential relationship is proposed between UPV and compressive strength with a high correlation coefficient. A statistically noteworthy model with a high correlation coefficient R2 > 0.90 is established to study the influence of the variables (%SF and k) on UPV results. Finally, the two proposed models were amalgamated to develop a new model to predict the 28-day compressive strength of high-strength concrete. The validity of the model has been verified with the results obtained by different researchers on different types of specimens. The proposed new model is for the strength range of the 40–75 MPa.

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Literatur
1.
Zurück zum Zitat ACI Committee 318 (1995) Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95). Am Concr Inst 552:503 ACI Committee 318 (1995) Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95). Am Concr Inst 552:503
9.
Zurück zum Zitat Siddique R, Khan MI (2011) Supplementary cementing materials. In: Springer Sci. Business, Media, pp 67–120 Siddique R, Khan MI (2011) Supplementary cementing materials. In: Springer Sci. Business, Media, pp 67–120
13.
Zurück zum Zitat Maage M (1989) Efficiency factors for condensed silica fume in concrete. ACI Spec Publ 114:783–798 Maage M (1989) Efficiency factors for condensed silica fume in concrete. ACI Spec Publ 114:783–798
18.
Zurück zum Zitat Sellevold EJ, Radjy FF (1983) Condensed silica fume (Microsilica) in concrete: water demand and strength development. Spec Publ 79:677–694 Sellevold EJ, Radjy FF (1983) Condensed silica fume (Microsilica) in concrete: water demand and strength development. Spec Publ 79:677–694
21.
Zurück zum Zitat Feret R (1892) On the compactness of hydraulic mortars. Memoirs and documents relating to the art of constructions at the service of the engineer. Ann Des Ponts Chaussées. 2nd semest 5–161 Feret R (1892) On the compactness of hydraulic mortars. Memoirs and documents relating to the art of constructions at the service of the engineer. Ann Des Ponts Chaussées. 2nd semest 5–161
22.
Zurück zum Zitat Bolomy (1927) Durcissemenr des morriers er betons. Bull Tech Suisse Rom 16–24 Bolomy (1927) Durcissemenr des morriers er betons. Bull Tech Suisse Rom 16–24
23.
Zurück zum Zitat Abrams DA (1918) Design of Concrete Mixtures, Bull. No. 1, Struct. Mater. Lab. Lewis Institute, Chicago, p 20 Abrams DA (1918) Design of Concrete Mixtures, Bull. No. 1, Struct. Mater. Lab. Lewis Institute, Chicago, p 20
26.
Zurück zum Zitat Loland K (1981) Silica concrete (Norwegian). In: J Nord Concr Fed Loland K (1981) Silica concrete (Norwegian). In: J Nord Concr Fed
27.
Zurück zum Zitat Fagerlund G (1981) Definition of water/cement ratio using silica fume Swedish. In: Intern. Cem Rep Fagerlund G (1981) Definition of water/cement ratio using silica fume Swedish. In: Intern. Cem Rep
29.
Zurück zum Zitat Yoshitake I, Inoue S, Miyamoto K (2019) Strength properties of durable concrete made with various alternative. Interdepend Between Struct Eng Constr Manag 1–6 Yoshitake I, Inoue S, Miyamoto K (2019) Strength properties of durable concrete made with various alternative. Interdepend Between Struct Eng Constr Manag 1–6
30.
Zurück zum Zitat Khan AN, Magar RB, Chore HS (2018) Efficiency factor of supplementary cementitious materials: a state of art. Int J Optim Civ Eng 8:247–253 Khan AN, Magar RB, Chore HS (2018) Efficiency factor of supplementary cementitious materials: a state of art. Int J Optim Civ Eng 8:247–253
37.
Zurück zum Zitat Khan SRM, Noorzaei J, Kadir MRA, Waleed AMT, Jaafar MS (2007) UPV method for strength detection of high performance concrete. Struct Surv 25:61–73CrossRef Khan SRM, Noorzaei J, Kadir MRA, Waleed AMT, Jaafar MS (2007) UPV method for strength detection of high performance concrete. Struct Surv 25:61–73CrossRef
42.
Zurück zum Zitat IS: 8112 (1989) Ordinary Portland cement, 43 grade-Specification. Bur. Indian Stand., New Delhi IS: 8112 (1989) Ordinary Portland cement, 43 grade-Specification. Bur. Indian Stand., New Delhi
43.
Zurück zum Zitat IS:383 (2016) Specification for coarse and fine aggregates from natural sources for concrete. Bur. Indian Stand., New Delhi, India, pp 1–18 IS:383 (2016) Specification for coarse and fine aggregates from natural sources for concrete. Bur. Indian Stand., New Delhi, India, pp 1–18
44.
Zurück zum Zitat IS:516 (2004) Method of tests for strength of concrete. Bur. Indian Stand., New Delhi, India IS:516 (2004) Method of tests for strength of concrete. Bur. Indian Stand., New Delhi, India
46.
Zurück zum Zitat IS:10262, IS:10262-2009 (2009) Indian standards recommended Guidelines for concrete mix design. In: Bur. Indian Stand., New Delhi, India IS:10262, IS:10262-2009 (2009) Indian standards recommended Guidelines for concrete mix design. In: Bur. Indian Stand., New Delhi, India
47.
Zurück zum Zitat IS: 1199 (1959) Methods of sampling and analysis of concrete. Bur. Indian Stand., New Delhi IS: 1199 (1959) Methods of sampling and analysis of concrete. Bur. Indian Stand., New Delhi
48.
Zurück zum Zitat IS: 516 (1959) Method of test for strength of concrete. Bur. Indian Stand., New Delhi IS: 516 (1959) Method of test for strength of concrete. Bur. Indian Stand., New Delhi
49.
Zurück zum Zitat IS:13311 (Part-1) (1992) Non-destructuctive testing of concrete- method of testing. Bur. Indian Stand., New Delhi IS:13311 (Part-1) (1992) Non-destructuctive testing of concrete- method of testing. Bur. Indian Stand., New Delhi
54.
Zurück zum Zitat Ismeik M (2009) Effect of mineral admixtures on mechanical properties of high strength concrete made with locally available materials. Jordan J. Civ, Eng Ismeik M (2009) Effect of mineral admixtures on mechanical properties of high strength concrete made with locally available materials. Jordan J. Civ, Eng
59.
Zurück zum Zitat A.I. of Japan (1983) Manual of nondestructive test methods for the evaluation of concrete strength. In: Archit. Inst. Japan Tokyo, Japan A.I. of Japan (1983) Manual of nondestructive test methods for the evaluation of concrete strength. In: Archit. Inst. Japan Tokyo, Japan
62.
Zurück zum Zitat Bungey J (1984) The use of ultrasonics for NDT of concrete. In: Brit J NDT, pp 366–369 Bungey J (1984) The use of ultrasonics for NDT of concrete. In: Brit J NDT, pp 366–369
63.
Zurück zum Zitat Galan A (1990) Combined ultrasound methods of concrete testing. In: North-Holland, Elsevier, Amsterdam Galan A (1990) Combined ultrasound methods of concrete testing. In: North-Holland, Elsevier, Amsterdam
64.
Zurück zum Zitat Ismail M, Yusof K, Ibrahim A (1996) A combined ultrasonic method on the estimation of compressive concrete strength. INSIGHT 38:781–785 Ismail M, Yusof K, Ibrahim A (1996) A combined ultrasonic method on the estimation of compressive concrete strength. INSIGHT 38:781–785
71.
Zurück zum Zitat Malhotra V, Carino N (2010) Handbook on nondestructive testing of concrete, 2nd ed. https://doi.org/10.1201/9781420040050 Malhotra V, Carino N (2010) Handbook on nondestructive testing of concrete, 2nd ed. https://​doi.​org/​10.​1201/​9781420040050
73.
Zurück zum Zitat Yamato T, Emoto Y (1989) Chemical resistance of concrete containing condensed silica fume. Spec Publ 114:897–914 Yamato T, Emoto Y (1989) Chemical resistance of concrete containing condensed silica fume. Spec Publ 114:897–914
Metadaten
Titel
Compressive strength prediction model of high-strength concrete with silica fume by destructive and non-destructive technique
verfasst von
Rahul Biswas
Baboo Rai
Pijush Samui
Publikationsdatum
01.06.2021
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 2/2021
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-020-00447-z

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