Influence of aggregate size and aggregate size grading on ASR expansion

Cement and Concrete Research

Volumn 29, Issue 9, 1999, Pages 1393-1396

  Zhang, Chengzhi ^a   Wang, Aiqin ^a   Tang, Mingshu ^b   Wu, Bingqin ^c   Zhang, Ningsheng ^d  

^a CHINA INSTITUTE OF WATER RESOURCES AND HYDROPOWER RESEARCH   (China)

^b NANJING TECH UNIVERSITY   (China)

^c Dingshan Cement Plant Jiangsu Prov ^*  (China)

^d 528000 ^*  (China)

Author keywords

[No Author keywords available]

Indexed keywords

AUTOCLAVES; CHEMICAL REACTIONS; COMPOSITE MICROMECHANICS; EXPANSION; MORTAR;

AGGREGATE SIZE; AGGREGATE SIZE GRADING; ALKALI AGGREGATE REACTION; COARSE AGGREGATE;

CONCRETE AGGREGATES;

EID: 0033189038     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(99)00099-X     Document Type: Article

References (5)

1. Hobbs D.W., Gutteridge W.A. Particle size of aggregate and its influence upon the expansion caused by the alkali-silica reaction. Magazine of Concrete Research. 31(109):1979;235-242.
2. Han S., Tang M. Alkali-aggregate reaction under high temperature, high pressure and high alkali content. Journal of Nanjing Institute of Chemical Technology. 2:1984;1-10.
3. Diamond S., Thaulow N. A study of expansion due to alkali-silica reaction as conditioned by the grain size of the reactive aggregate. Cem Concr Res. 4:1974;591-607.
4. S. Nishibayashi, K. Yamura, Effect of reactive fine aggregate on expansion characteristics of concrete due to alkali aggregate reaction, Proc. 9th International Conference on Alkali-Aggregate Reaction in Concrete, London, 1992, pp. 723-730.
5. C. Zhang, Evaluation of the alkali-reactivity of aggregate and evaluation of effectiveness inhibiting of mineral admixture on alkali-aggregate reaction, Ph.D. Thesis, Nanjing University of Chemical Technology, July 1996, pp. 23-32.