Flow performance of high-fluidity concrete

Journal of Materials in Civil Engineering

Volumn 16, Issue 6, 2004, Pages 588-596

  Li, Zhuguo ^a   Ohkubo, Taka Aki ^b   Tanigawa, Yasuo ^c  

^a UNIVERSITY OF TSUKUBA   (Japan)

^b HIROSHIMA UNIVERSITY   (Japan)

^c MEIJO UNIVERSITY   (Japan)

Author keywords

Concrete; Fluid flow; Particle interactions; Viscosity

Indexed keywords

CEMENTS; FLUIDITY; MICROSCOPIC EXAMINATION; SHEAR STRESS; VISCOSITY;

COHESIONLESS PARTICLES; COHESIVE PARTICLES; SHEAR TESTS; WATER MEMBRANES;

CONCRETES;

CONCRETE; CONSTRUCTION MATERIAL; VISCOSITY;

EID: 10644270711     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2004)16:6(588)     Document Type: Article

References (25)

1. Banfill, P. F. G. (1990). "Use of the viscocorder to study the rheology of fresh mortar." Mag. Concrete Res., 42(153), 213-221.
2. Banfill, P. F. G. (1991). "The rheology of fresh mortar." Mag. Concrete Res., 43(154), 13-21.
3. Everett, D. H. (2000). Basic principles of colloid science, The Royal Society of Chemistry, Kyoto, Japan, 23-27.
4. Fukaya, T. (1992). "The flowing behavior of fresh cement and concrete." Cement Concrete, Japan Cement Association, 540, 30-39.
5. Goto, K. (1963). Rheology and application, Kyoritsu Publishing House, Tokyo, 49-51.
6. Hu, C., and Larrard, F. D. (1996). "The rheology of fresh high-performance concrete." Cem. Concr. Res., 26(2), 283-294.
7. Japan Rheology Society (1992). Course of theology, Polymer Science Publishing Co. Ltd, Tokyo, 151-157.
8. Li, Z. G. (2001). "A study on the dependence of yield stress of high fluidity concrete on loading conditions." Proc., 3rd Int. Conf. on Concrete under Severe Condition of Environment and Loading, Vancouver, Canada, 1376-1383.
9. Li, Z. G., Tanigawa, Y., and Mori, H. (2002). "Theoretical analysis on time-dependence of fluidity and thixotropy of high fluidity concrete." J. Struct. Constr. Eng., 542, 47-53 (in Japanese).
10. Li, Z. G., Tanigawa, Y., Mori, H., and Kurokawa, Y. (1999). "Study on constitutive law of fresh mortar using particle assembly model." J. Struct. Constr. Eng., Architecture Institute of Japan, 523, 17-24.
11. Li, Z. G., Tanigawa, Y., Mori, H., and Ohkubo, T. (2001). "Study on limit stress at shear failure of fresh mortar by microscopic approach." J. Struct. Constr. Eng., 542, 47-53.
12. Mori, H. (1998). "High fluidity concrete." J. Architecture Building Sci., Architecture Institute of Japan, 113, (1420), 41-43.
13. Mori, H., Tanaka, M., and Tanigawa, Y. (1991). "Experimental study on the shear deformational behavior of fresh concrete." J. Struct. Constr. Eng., 421, 1-10.
14. Murayama, T. (1991). Theory of mechanical behavior of soil, Gihodoshuppan Co. Ltd., Kyoto, Japan, 27-79.
15. Nakae, K. (2001). Rheology science and application technology, Fujitech System Co. Ltd., Tokyo, 108-181.
16. Onogi, S. (2000). Rheology used for specialist in chemical field, The Royal Society of Chemistry, Kyoto, Japan, 13-19.
17. Papo, A. (1988). "The thixotropic behavior of white portland cement pastes." Cem. Concr. Res., 18(4), 595-603.
18. Sakai, E., and Dimon, M. (1996). "The dispersion mechanisms of AE high range water reducing agent." Cement Concrete, 595, 13-22.
19. Shimada, K., Fujii, H., and Nishimura, S. (1993). "Increase of shear strength due to surface tension and suction of pore water in granular material." Proc., Symp. on Mechanical Behaviors of Granular Material Japan, 17-20.
20. Struble, L. J., and Schultz, M. A. (1993). "Using creep and recovery to Study flow behavior of fresh cement paste." Cem. Concr. Res., 23(6), 1369-1379.
21. Tanigawa, Y., and Mori, H. (1988). "Toward the development of workability design of fresh concrete." Cement Concrete, 501, 11-20.
22. Tattersall, G. H., and Banfill, P. F. G. (1983). "The rheology of fresh concrete." Pitman Advanced Publishing Program, 330-360.
23. Uchikawa, H., Hanehara, S., and Sawaki, O. (1997). "Effect of electrostatic and steric repulsive force of organic admixture on the dispersion of cement particles in fresh cement paste." Cement Concrete, 602, 28-38.
24. Wallevik, O. H., and Gjørv, O. E. (1990). "Modification of the two-point workability apparatus." Mag. Concrete Res., 42(152), 135-142.
25. Yamamoto, Y., Homma, A., and Kitsutaka, Y. (1996). "Study on the testing method of the rheological characteristic of high fluidity concrete." J. Struct. Construction Eng., Architecture Institute of Japan, 489, 9-16.