[1]
G.B.R. Kumar, Non-destructive testing in distress structures – an overview, Journal of Basic and Applied Engineering Research, 10 (2014) 114-119.
Google Scholar
[2]
L. Runkiewicz, Application of non-destructive testing methods to assess properties of construction materials in building diagnostics, Architecture Civil Engineering Environment, 2 (2009) 79-86.
Google Scholar
[3]
M.E. Chandrakanthamma, A.B. Deepasree, I.S.P. Madhan, Mohammed, H.N. Vishvanathan, Assessment of concrete strength on structure using non-destructive testing, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), e-ISSN:2278-1684, p-ISSN:2320-334X, 1-04.
DOI: 10.9790/1684-120403
Google Scholar
[4]
Y.V.S. Ajitesh, Condition assessment of existing structures using NDT techniques, MSc Thesis, India, (2014).
Google Scholar
[5]
N.V. Mulik, R. BalkiMinal, D.S. Chhabria, V.D. Ghare, S.T. Vishal, P. Shweta, The use of combined non-destructive testing in the concrete strength assessment from laboratory specimens and existing building, International Journal of Current Engineering and Scientific Research, 2 (2015).
Google Scholar
[6]
L. Nobile and M. Bonagura, Accuracy of non-destructive evaluation of concrete compression strength, The 12th International Conference of the Slovenian Society for Non-Destructive Testing, Portorož, Slovenia, September 4-6, (2013).
Google Scholar
[7]
H.R. Kumavat, V.J. Patel, G.V. Tapkire, R.D. Patil, Utilization of combined NDT in the concrete strength evaluation of core specimen from existing building, International Journal of Innovative Research in Science, Engineering and Technology, 1 (2017).
Google Scholar
[8]
V.M. Malhotra, N.J. Carino, Handbook on nondestructive testing of concrete, Second Edition, CRC press, (2003).
Google Scholar
[9]
A.F. Al-Bayati, Statistical equations to estimate the In-situ concrete compressive strength from non-destructive tests, Journal of Engineering, 11 (2018) 53-67.
DOI: 10.31026/j.eng.2018.11.05
Google Scholar
[10]
M.M. Salman, S.R. Rasheed, Non-destructive testing of reactive powder concrete, Journal of University of Babylon for Engineering Sciences, 6 (2018) 118 - 127.
Google Scholar
[11]
S. Guler, D. Yavuz, R.B. Taymuş, F. Korkut, An investigation on ultrasonic pulse velocity of hybrid fiber reinforced concretes, World Academy of Science, Engineering and Technology International Journal of Civil and Environmental Engineering, 12 (2016) 1695-1698.
Google Scholar
[12]
H.Y. Qasrawi, I.A. Marie, The use of USPV to anticipate failure in concrete under compression, Cement and Concrete Research 12 (2003) 2017–(2021).
DOI: 10.1016/s0008-8846(03)00218-7
Google Scholar
[13]
R. Pucinotti, R.A. De Lorenzo, In situ non-destructive testing: the steel and concrete resistance assessment of ancient, r/c structures, Structural Studies, Repairs and Maintenance of Heritage Architecture IX, WIT Transactions on The Built Environment, Vol. 83, (2005) 355-364.
DOI: 10.2495/str150301
Google Scholar
[14]
A. D'Ambrisi1, M.T. Cristofaro and M. De Stefano, Predictive models for evaluating concrete compressive strength existing building, The 14th World Conference on Earthquake Engineering, Beijing, China., October 12-17, (2008).
Google Scholar
[15]
S. Hannachi, M.N. Guetteche, Application of the combined method for evaluating the compressive strength of concrete on site, Open Journal of Civil Engineering, 12 (2012) 16-21.
DOI: 10.4236/ojce.2012.21003
Google Scholar
[16]
M.F. Ghazy and M.A. Abd-Elaty, Implementation of non-destructive combined test methods in prediction of concrete strength in Egypt, Engineering Research Journal Faculty of Engineering Minoufiya University, 2 (2013) 195-204.
DOI: 10.21608/erjm.2013.67069
Google Scholar
[17]
K. Amini, Advancing concrete strength prediction using non-destructive testing: development and verification of a generalizable model, Civil and Environmental Engineering Faculty Publications, 1 (2016) 762-768.
DOI: 10.1016/j.conbuildmat.2015.10.131
Google Scholar
[18]
K.A. Benyahia, Z.M. Sbartaï, D. Breysse, S. Kenaid, M. Ghricia, Analysis of the single and combined non-destructive test approaches for on-site concrete strength assessment: General statements based on a real case-study, Case Studies in Construction Materials, 6 (2017) 109-119.
DOI: 10.1016/j.cscm.2017.01.004
Google Scholar
[19]
O. S. Ojedele, W.A. Ajagbe, P.O. Ehiomogue and F.N. Orji, Use of non-destructive tests (NDT) to assess the concrete strength of a concrete structure: a case study, The International Journal of Engineering and Science (IJES), 6 (2018) 64-69.
Google Scholar
[20]
M. Jedidi, Evaluation of the concrete quality using destructive and non–destructive tests, MOJ Civil Engineering, 4 (2018) 219-223.
DOI: 10.15406/mojce.2018.04.00122
Google Scholar
[21]
H. Thomas and A. Ede, Use of non-destructive tests for reinforced concrete damage assessment, 1st International Conference on Sustainable Infrastructural Development, Materials Science and Engineering, 640 (2019).
DOI: 10.1088/1757-899x/640/1/012037
Google Scholar
[22]
V. Wairagade, N. Mulik, K. Dhumal and V. Ghaywat, Comparison of compressive strength of concrete assessed from existing building, International Research Journal of Engineering and Technology (IRJET), 03 (2019) 5205-5208.
Google Scholar
[23]
S. Hong, S. Yoon, J. Kim, Ch. Lee, S. Kim and Y. Lee, Evaluation of condition of concrete structures using ultrasonic pulse velocity method, Applied Science, MDPI, 10,706 (2020) 1-19.
DOI: 10.3390/app10020706
Google Scholar
[24]
S. Hannachi, M.N. Guetteche, Application of the combined method for evaluating the compressive strength of concrete on site, Open Journal of Civil Engineering, 2 (2012) 16-21.
DOI: 10.4236/ojce.2012.21003
Google Scholar
[25]
C. Chingalata, M. Budescu, R. Lupasteanu, Accuracy in predicting the compressive strength of concrete using SonReb method, Costel Chingălată, Mihai Budescu and Radu Lupăşteanu, 3 (2017) 97-106.
Google Scholar
[26]
M.T. Cristofaro, S. Viti, M. Tanganelli, New predictive models to evaluate concrete compressive strength using the SonReb method, Journal of Building Engineering, 27 (2020) 1-12.
DOI: 10.1016/j.jobe.2019.100962
Google Scholar
