1 |
Erdogdu, S., & Kurbetci, S. (1998). Optimum heat treatment cycle for cements of different type and composition. Cement and Concrete Research, 28, 1595-1604.
DOI
|
2 |
Freiesleben, H. B., & Pedersen, E. J. (1977). Maturity computer for controlled curing and hardening of concrete. Nordisk Betong, 1, 21-25.
|
3 |
Hanson, J. A. (1963). Optimum steam curing procedure in precasting plants. ACI Journal, 60, 75-100.
|
4 |
Hwang, S. D., Khatib, R., Lee, H. K., Lee, S. H., & Khayat, K. H. (2012). Optimization of steam-curing regime for highstrength, self-consolidating concrete for precast, prestressed concrete applications. PCI Journal, 57, 2-16.
|
5 |
Jonasson, J. E., Groth, P. & Hedlund, H. (1995). Modeling of temperature and moisture field in concrete to study early age movements as a basis for stress analysis. In Proceedings of the international RILEM symposium on thermal cracking in concrete at early ages (pp. 45-52).
|
6 |
Kim, J. K., Han, S. H., & Lee, K. W. (2001). Estimation of compressive strength by a new apparent activation energy function. Cement and Concrete Research, 31, 1761-1773.
|
7 |
Kim, J. K., Moon, Y. H., & Eo, S. H. (1998). Compressive strength development of concrete with different curing time and temperature. Cement and Concrete Research, 28, 1761-1773.
DOI
|
8 |
Kjellsen, K. O., & Detwiler, R. J. (1993). Later-age strength prediction by a modified maturity model. ACI Material Journal, 90, 220-227.
|
9 |
Kwon, S. H., Jang, K. P., Bang, J. W., Lee, J. H., & Kim, Y. Y. (2014). Prediction of concrete compressive strength considering humidity and temperature in construction of nuclear power plants. Nuclear Engineering and Design, 275, 23-29.
DOI
|
10 |
Kjellsen, K. O., Detwiler, R. J., & Gjorv, O. E. (1990). Pore structure of plain cement pastes hydrated at different temperatures. Cement and Concrete Research, 20, 927-933.
DOI
|
11 |
Liao,W. C., Lee, B. J.,&Kang,C.W. (2008).Ahumidity-adjusted maturity function for the early age strength prediction of concrete. Cement and Concrete Composite, 30, 515-523.
DOI
|
12 |
McIntosh, J. D. (1956). The effects of low-temperature curing on the compressive strength of concrete. In RILEM symposium on winter concreting, Copenhagen, Danish, Institute for Building Research, Session BII.
|
13 |
PCA (Portland Cement Association). (2006). Design and control of concrete mixtures. Skokie, IL: PCA.
|
14 |
Poole, J. L. (2006). Modeling temperature sensitivity and heat evolution of concrete, Ph.D. Dissertation of University of Texas at Austin.
|
15 |
Powell, M. J. (1964). An efficient method for finding the minimum of a function of several variables without calculating derivatives. The Computer Journal, 7, 155-162.
DOI
|
16 |
Sajedi, F., & Razak, H. A. (2011). Effects of curing regimes and cement fineness on the compressive strength of ordinary Portland cement mortars. Construction and Building Materials, 25, 2036-2045.
DOI
|
17 |
Ramezanianpour, A. A. M., Esmaeili, M., Ghahari, S. A., & Najafi, M. H. (2013). Laboratory study on the effect of polypropylene fiber on durability, and physical and mechanical characteristic of concrete for application in sleepers. Construction and Building Materials, 44, 411-418.
DOI
|
18 |
ACI 517.2-2R-87. (1992). Accelerated curing of concrete at atmospheric pressure-state of the Art, ACI manual of concrete.
|
19 |
AASHTO 2004. (2004). A policy on geometric design of highways and streets.
|
20 |
Abdel-Jawad, Y. A. (2006). Estimating concrete strength using a modified maturity model. In Proceedings of the Institution of Civil Engineers, UK, Construction Materials (pp. 33-37).
|
21 |
Schindler, A. K. (2004). Effect of temperature on hydration of cementitious materials. ACI Material Journal, 101, 72-81.
|
22 |
Schindler, A. K., & Folliard, K. J. (2005). Heat of hydration models for cementitious materials. ACI Material Journal, 102, 24-33.
|
23 |
Tank, R. C., & Carino, N. J. (1991). Rate constant functions for strength development of concrete. ACI Material Journal, 88, 74-83.
|
24 |
Turkel, S., & Alabas, V. (2005). The effect of excessive steam curing on portland composite cement concrete. Cement and Concrete Research, 35, 405-411.
DOI
|
25 |
Verbeck, G. J. & Helmuth, R. H. (1968). Structure and physical properties of cement paste. In Proceedings, fifth international symposium on the chemistry of cement (pp. 1-32).
|
26 |
Yang, K. H., Mun, J. S., Kim, D. G., & Cho, M. S. (2016). Comparison of Strength-Maturity Models Accounting for Hydration Heat in Massive Walls. International Journal of Concrete Structures and Materials, 10(1), 47-60.
DOI
|
27 |
Yi, S. T., Moon, Y. H., & Kim, J. K. (2005). Long-term strength prediction of concrete with curing temperature. Cement and Concrete Research, 35, 1961-1969.
DOI
|
28 |
Alexanderson, J. (1972). Strength losses in heat cured concrete, Swedish Cement Concrete. In Institute Proceedings.
|
29 |
ACI 318-11. (2011). Building code requirements for structural concrete and commentary, ACI manual of concrete.
|
30 |
Alexander, K. M., & Taplin, J. H. (1962). Concrete strength, paste strength, cement hydration and the maturity rule. Australian Journal of Applied Science, 13, 277-284.
|
31 |
Arrhenius, S. (1889).Uber die reaktionsgeschwindigkeit bei der inversion von rohrzucker durch sauren. Zeitschrift fur Physikalische Chemie, 4, 226-248.
|
32 |
Bernhardt, C. J. (1956). Hardening of concrete at different temperatures. In RILEM symposium on winter concreting, copenhagen, Danish, Institute for Building Research, Session B-II.
|
33 |
ASTM C1074-04. (2004). Standard practice for estimating concrete strength by the maturity method.
|
34 |
ASTM C143/C143M-10. (2010). Standard test method for slump of hydraulic-cement concrete.
|
35 |
ASTM C231/231M-14. (2014) Standard test method for air content of freshly mixed concrete by the pressure method.
|
36 |
Carino, N. J. (1991). The maturity method. In V. M. Malhotra & N. J. Carino (Eds.), Handbook on nondestructive testing of concrete. Boca Raton, FL: CRC Press.
|
37 |
Carino, N. J., & Lew, H. S. (1981). Temperature effects on the strength-maturity relations of mortars. ACI Journal Proceedings, 80, 177-182.
|