| Cemento Portland común |
57.15% C3S, 7.77%C2S, 3.81%C3A, 5.95%C4AF, 5.22% gipso |
0.4 |
30 |
24 horas |
0.030 |
Mounanga et al. (2004)MOUNANGA, P. et al. Predicting Ca(OH)2 Content and Chemical Shrinkage of Hydrating Cement Pastes Using Analytical Approach. Cement and Concrete Research, v. 34, n. 2, p. 255-265, 2004.
|
| Cemento Portland Tipo I C 150 (AMERICAN..., 2007AMERICAN SOCIETY FOR TESTING AND MATERIALS. C-150: standard specification for Portland cement. West Conshohocken, 2007.) |
60% C3S, 12%C2S, 12%C3A, 7%C4AF |
0.3 |
23 |
48 horas |
0.040 |
Sant, Lura y Weiss (2006)SANT, G.; LURA, P.; WEISS, J. Measurement of Volume Change in Cementitious Materials at Early Ages. Review of Testing Protocols and Interpretation of Results. Transportation Research Board, v. 1979, p. 21-29, 2006.
|
| Cemento Portland común |
62.89% C3S, 9,12%C2S, 6.79%C3A, 9.54%C4AF |
0.4 |
20 |
24 horas |
0.029 |
Bouasker et al. (2008)BOUASKER, M. et al. Chemical Shrinkage of Cement Pastes and Mortars at Very Early Age: Effect of limestone filler and granular inclusions. Cement and Concrete Composites, v. 30, n. 1, p. 13-22, jan. 2008.
|
| Cemento de pozo de petróleo |
63.94% C3S, 15.84%C2S, 0.57%C3A, 11.3%C4AF, 1.8% gipso |
0.35 |
25 |
72 horas |
0.030 |
Zhang et al. (2010)ZHANG, J. et al. Early Hydration and Setting of Oil Well Cement. Cement and Concrete Research, v. 40, n. 7, p. 1023-1033, 2010.
|
| Cemento Portland común |
56.1% C3S, 15.5%C2S, 4.8%C3A, 11.5%C4AF, 4% gipso |
0.5 |
20 |
72 horas |
0.030 |
Lura, Winnefeld y Klemm (2010)LURA, P.; WINNEFELD, F.; KLEMM, S. Simultaneous Measurements of Heat of Hydration and Chemical Shrinkage on Hardening Cement Pastes. Journal of Thermal Analysis and Calorimetry, v. 101, n. 3, p. 925-932, 2010.
|
| Cemento Portland común |
62.01% C3S, 11.13%C2S, 8.11%C3A, 8,45%C4AF, 6,56% gipso |
0.4 |
20 |
72 horas |
0,030 |
Mounanga et al. (2011)MOUNANGA, P. et al. Predicting Ca(OH)2 Content and Chemical Shrinkage of Hydrating Cement Pastes Using Analytical Approach. Cement and Concrete Research, v. 34, n. 2, p. 255-265, 2004.
|
| Cemento Portland Tipo I C 150 (AMERICAN..., 2007AMERICAN SOCIETY FOR TESTING AND MATERIALS. C-150: standard specification for Portland cement. West Conshohocken, 2007.) |
60% C3S, 14%C2S, 6%C3A, 9%C4AF |
0.4 |
23 |
28 días |
0.057 |
Yodsudjai y Wang (2013)YODSUDJAI, W.; WANG, K. Chemical Shrinkage Behavior of Pastes Made With Different Types of Cements. Construction and Building Materials, v. 40, p. 854-862, mar. 2013.
|
| Cemento Portland Tipo I ASTM C 150 (AMERICAN..., 2007AMERICAN SOCIETY FOR TESTING AND MATERIALS. C-150: standard specification for Portland cement. West Conshohocken, 2007.) |
56.20% C3S, 16.91%C2S, 6.54%C3A, 8.97%C4AF, 3.5% gipso |
0.4 |
23 |
28 días |
0.058 |
Zhang et al. (2013)ZHANG, T. et al. Measurement of Chemical Shrinkage of Cement Paste: comparison study of ASTM C 1608 and an improved method. Construction and Building Materials, v. 48, p. 662-669, nov. 2013.
|
| Cemento Portland común |
70% C3S, 9%C2S, 3%C3A, 13%C4AF, 3.3 % gipso |
0.32 |
20 |
140 horas |
0.048 |
Bouasker et al. (2014)BOUASKER, M. et al. Early-Age Deformation and Autogenous Cracking Risk of Slag-Limestone Filler-Cement Blended Binders. Construction and Building Materials, v. 55, p. 158-167, 31 mar. 2014.
|
| Cemento Portland común |
59.08% C3S, 17.45%C2S, 6.54%C3A, 8.97%C4AF |
0.3 |
20 |
28 días |
0.050 |
Zhang et al. (2013)ZHANG, T. et al. Measurement of Chemical Shrinkage of Cement Paste: comparison study of ASTM C 1608 and an improved method. Construction and Building Materials, v. 48, p. 662-669, nov. 2013.
|
| Cemento Portland común |
No indica |
0.4 |
20 |
72 horas |
0.033 |
Liao y Wei(2014)LIAO, Y.; WEI, X. Relationship Between Chemical Shrinkage and Electrical Resistivity for Cement Pastes at Early Age. Journal of Materials in Civil Engineering, v. 26, n. 2, p. 384-387, 2014.
|
| Cemento Portland Tipo I C 150 (AMERICAN..., 2007AMERICAN SOCIETY FOR TESTING AND MATERIALS. C-150: standard specification for Portland cement. West Conshohocken, 2007.) |
No indica |
0.3 |
20 |
72 horas |
0.037 |
Zuo y Wei (2015)ZUO, Y.; WEI, X. Relations Among Electrical Resistivity, Chemical and Autogenous Shrinkage of Cement Pastes. Advances in Cement Research, v. 27, n. 3, p. 175-183, 2015.
|
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Fuente: Sant, Lura y Weiss (2006).
Fuente: Sant, Lura y Weiss (2006).
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