Page 46 - Riem-Vol6_nº3

398 IBRACON Structures and Materials Journal • 2013 • vol. 6 • nº 3
Nonconventional concrete hollow blocks evaluation by destructive and non-destructive testing
[05] Hamid, R.; Yosof, K.M.; Zain, M.F.M. A combined
ultrasound method applied to high performance
concrete with silica fume. Construction and Building
Materials, vol. 24, 2010, p.94-98.
[06] Information onhttp://www.snic.org.br
[07] Mehta, P.K.; Monteiro, P.J.M. Concrete, structures,
properties and materials. 1st .Ed., Pini, São Paulo,
1994, pp. 574.
[08] Beraldo, A.L. Ultrasonic speed wave: cure type
influence on wood-cement composite compression
strength. In: Proceedings of the NDTISS´99 –
International Symposium on Non Destructive Testing
Contribution to the Infrastructure Safety Systems in
the 21st Century, UFSM, Torres, RS, 1999,
pp. 86-90, 1999.
[09] Teixeira, D.E.; Molesmi, A. Assessing modulus of
elasticity of wood-fiber cement (WFC) sheets using
nondestructive evaluation (NDE). Bioresource
Technology, 24 (2001) 193-198.
[10] Beraldo, A.L.; Martins, S.C.F. Destructive and
non-destructive evaluation of bamboo chips – Portland
cement composite. Journal of Bamboo and Rattan, 6
(2007) 61-70.
[11] Brazilian Technical Standard Association – Rio de
Janeiro. NBR 5733 – High early strength Portland
cement. Specification. Rio de Janeiro. 1991. 5p.
(In Portuguese).
[12] American Society for Testing And Materials, Standard
Test Method for Chemical Analysis of Hydraulic
Cement: ASTM C114-03. 2003. Philadelphia.
[13] Villar-Cociña, E.; Valencia-Morales, E.;
González-Rodríguez, R.; Hernández-Ruíz,
J. Kinetics of the pozzolanic reaction between lime
and sugar cane straw ash by electrical conductivity
measurement: A kinetic–diffusive model. Cement
Concrete Research, 33 (2003) 517–524.
[14] Luxán, M.P.; Madruga,F.; Saavedra, J. Rapid
evaluation of pozzolanic activity of natural products by
conductivity measurement. Cement and Concrete
Research, 19 (1989) 63-68
[15] Tashiro, C.; Ikeda, K.; Inoue, Y. Evaluation of pozzolanic
activity by electric resistance measurement method.
Cement and Concrete Research, 24 (1994) 1133-1139.
[16] Payá, P.; Borrachero, M.V. ; Monzó, J. Peris-Mora, E.;
Amahjour, F. Determination of amorphous silica in rice
husk ash by a rapid analytical method. Cement and
Concrete Research, 31 (2001) 227-231.
[17] Brazilian Technical Standard Association – Rio de
Janeiro. NBR 12118 – Hollow concrete blocks for
concrete masonry. Test method. Rio de Janeiro. 2007.
12p. (In Portuguese).
[18] Krishnarao, R.V.; Subrahmanyam, J.E.; Kumar, T.J.
Studies on the formation of black particles in rice husk
silica ash. Journal of the European Ceramic Society,
21 (2001) 99-104.
[19] Bui, D.D.; Hu, J.; Stroeven, P. Particle size effect
on the strength of rice husk ash blended gap-graded
Portland cement concrete. Cement & Concrete Com-
posites; 27(2005) 357-366.
[20] Brazilian Technical Standard Association – Rio de
Janeiro. NBR 12653 – Pozzolans – Specification.
Rio de Janeiro. 1992. 4p. (In Portuguese).
[21] John, V.M.; Cincotto, M.A.; Silva, M.G.; Ashes and
Non Conventional Binders. In: Tecnology and Non
Conventional Materials for Constructions. FREIRE,
W. J. and BERALDO, A. L. (Coord.). Campinas, SP:
UNICAMP Press, 2003. 145-190. (In Portuguese).
[22] Cordeiro, G.C. Ultrafine ashes from sugar-cane
bagasse and rice husk as mineral additive for
concrete. D.Sc. Thesis, COPPE, Universidade
Federal do Rio de Janeiro – UFRJ, Rio de Janeiro,
Brazil. 2006. (In Portuguese).